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Item 11 - ZA16-012 - TIA TD AmeritradeTRAFFIC IMPACT ANALYSIS FOR WILKS TRACT OFFICE DEVELOPMENT SOUTHLAKE, TEXAS DeShazo Project No. 15140 Prepared for: M P I 4949 Addison Circle Addison, Texas75001 Prepared by: DeShazo Group, Inc. Texas Registered Engineering Firm F-3199 400 South Houston Street, Suite 330 Dallas, Texas 75202 214.748.5740 Revised February 25, 2016 _ DeShazo Group Wilks Tract Development TIA DeShaz❑ Group February 25, 2016 Table of Contents EXECUTIVESUMMARY........................................................................................................................................................ i Introduction.......................................................................................................................................................................... 1 Purpose.............................................................................................................................................................................. 1 ProjectDescription............................................................................................................................................................. 1 Roadwayand Accessibility................................................................................................................................................. 2 TrafficVolumes.................................................................................................................................................................... 2 ExistingTraffic Volumes..................................................................................................................................................... 3 Future Background Traffic Volumes.................................................................................................................................. 3 TripGeneration and Mode Split.......................................................................................................................................... 3 TripDistribution and Assignment....................................................................................................................................... 4 TrafficVolumes.................................................................................................................................................................. 4 Future Background and Site -Generated Traffic Volumes.................................................................................................. 4 AccessAssessment............................................................................................................................................................ 4 Access Point -to -Access Point Spacing.............................................................................................................................. 5 SightDistance Criteria....................................................................................................................................................... 5 AuxiliaryLane Assessment................................................................................................................................................ 5 Internal Storage (Stacking/Minimum Throat Length) Assessment..................................................................................... 5 TrafficImpact Analysis........................................................................................................................................................ 6 AnalysisMethodology........................................................................................................................................................ 6 Summaryof Results........................................................................................................................................................... 6 Existing(2015) Conditions................................................................................................................................................. 8 Phase I (Year 2017) Background Conditions..................................................................................................................... 8 Phase I (Year 2017) Buildout Conditions........................................................................................................................... 8 Phase II Background Conditions (Year 2022 — without Site)............................................................................................. 8 Phase II Site Buildout Conditions (Year 2022)................................................................................................................... 9 Phase III (Background Conditions (Year 2027 — without Site)........................................................................................... 9 Phase III Site Buildout Conditions (Year 2027).................................................................................................................. 9 Projected Horizon Conditions Without Site (Year 2032).................................................................................................... 9 Projected Horizon plus Site Conditions (Year 2032).......................................................................................................... 9 RoadwayLink Analysis..................................................................................................................................................... 10 AnalysisMethodology...................................................................................................................................................... 10 Summary of Roadway Link Analysis Results................................................................................................................... 11 SUMMARY OF FINDINGS AND RECOMMENDATIONS ...................................................................................................11 Phase I — Recommended Improvements......................................................................................................................... 11 Phase11— Recommended Improvements........................................................................................................................ 12 Phase III — Recommended Improvements....................................................................................................................... 12 Horizon— Recommended Improvements......................................................................................................................... 12 Wilks Tract Development TIA Page 1 EXECUTIVE SUMMARY The services of DeShazo Group, Inc. (DeShazo) were retained by MPI Architects to conduct a Traffic Impact Analysis (TIA) for the proposed Wilks Tract office development (the "Project") located in the Solana Business Park Campus, east of SH 114 and south of Kirkland Boulevard in Southlake, Texas. The Project will consist of approximately 750,000 SF and is assumed to be constructed in three Phases and proposed to be fully built by Year 2027. The site is currently vacant and zoned as NRPUD (Non-residential Planned Unit Development). The purpose of this report is to summarize the traffic operational characteristics of the background conditions within a specific study area and to measure the projected incremental impact related to the Project by phase as determined by standardized engineering analyses. The study parameters used in this TIA are based upon the requirements of the City of Southlake and TXDOT Fort Worth and are consistent with the standard industry practices used in similar studies. The following findings and recommendations are based upon proposed Phase of development of the subject property in accordance with the development scenario outlined in the Project Description section of this report. Phase I- Recommended Improvements 1 j Traffic signals at the SH 114/Kirkwood Boulevard frontage road intersections will be needed concurrent with Phase 1 development of the project. The developers of Solana Business Park, with the City of Southlake and City of Westlake along with TxDOT will need to coordinate to build the traffic signals. 24—A traffic signal at Dove Road/Kirkwood Boulevard will be needed with Phase 1 development by year 2017. Site driveways #1 and #2 are full access driveways and will require right -turn and left -turn deceleration lanes. Site driveways #1 and #2 will require two outbound lanes at the intersection approach with Kirkwood Boulevard. Site Driveway #4 lines up with TW King Road and will have two inbound and two outbound lanes. Phase II- Recommended Improvements 1 j Kirkwood Boulevard, south of site between Tyler Street north and Stockton Drive will require a four -lane divided section. The City of Southlake has planned to widen Kirkwood Boulevard to a four -lane divided section by end of year 2016. Phase III- Recommended Improvements END 1 j A traffic signal at Kirkwood Boulevard/ T. W. King Road may be needed with full build out of the development by year 2027. Horizon- Recommended Improvements 1 j If TxDOT, the City of Southlake, and the City of Westlake construct frontage roads and reverse the NB off -ramp for SH 114 near the site by 2027, the recommended improvements at SH 114 and Dove Road may not be necessary. Wilks Tract Development TIA Page i DeShazo Group Traffic. Transportation Planning. Parking. Design. Technical Memorandum To: Randall G. Bauer, AIA MPI Architects From: DeShazo Group, Inc. Date: February 25, 2016 Re: A Traffic Impact Analysis for Wilks Tract, a proposed Office Development in Southlake, Texas (DeShazo #15140) Introduction DeShazo Group is an engineering consulting firm providing licensed engineers skilled in the field of traffic and transportation engineering. The services of DeShazo Group, Inc., were retained by MPI Architects, to conduct a traffic impact analysis (TIA) for Wilks Tract, a proposed office development located on the western side of Kirkwood Boulevard and the eastern side of the SH 114 between Kirkwood Boulevard and Dove Road in Southlake, Texas (see site location map in Exhibit 1). This study examines the potential traffic generated by the proposed development plan and determines the general availability of access and roadway capacity available to serve it for the following scenarios. • Existing conditions (2015) • Phase I Project buildout (2017) • Potential -Phase II Project buildout (2022) • Potential Phase III/Site buildout of Project (2027) • Horizon/Project Site buildout plus 5 years (2032) Once completed, this report will be provided to City of Southlake staff (Staff) and TxDOT for review and to fulfill the associated requirements of the local approval process. Project Description This proposed office development consists of approximately 750,000 total square feet of office space and is assumed to be built in three phases for the purpose of this study. The overall project is assumed to be fully developed by the end of 2027. Exhibit 2 offers a conceptual site plan for the Phase I development. Similar office buildings are assumed to be constructed on both sides of the Phase I site for this study. The following assumptions were included in the analysis of the project development. Other commercial development (proposed by others and separate from this project), a 250-room hotel, in the southeast corner of SH 114/Kirkwood Boulevard was assumed to be built by the year 2020 and was added to the background 2022 conditions. Based on discussions with the City of Southlake Staff, the following assumptions were made: Wilks Tract Development TIA Page 1 1) Kirkwood Boulevard's right-of-way to the east, north and south of the site has been dedicated to the City of Southlake and the City concurrently will widen the existing two-lane section of Kirkwood Boulevard to four -lane divided roadway by the end of year 2016. 2) The WB SH 114 frontage road adjacent to the site was not assumed to be built by year 2027. 3) The City of Westlake's proposed developments were not included in the analyses. Roadways and Accessibility The following existing roadways will provide access to the subject site and are included in the study area. • SH 114 (classification: Freeway) o Six -lane, divided freeway with auxiliary lanes and ramps for major intersections between Dove Road and Kirkwood Boulevard • Kirkwood Boulevard (classification: A4D — 100' Arterial) o Six -lane, divided roadway east of SH 114 and west of TW King Road (The portion of roadway west of SH 114 is called Solana Boulevard and is also a six -lane, divided roadway.) o Four -lane, divided roadway from T.W. King Road to Tyler Street o Two-lane, undivided roadway between Tyler Street and Stockton Drive o Four -lane, divided roadway between Stockton Drive and Dove Road (The portion of Kirkwood Boulevard south of Dove Road to White Chapel Boulevard has not been constructed.) • SH 114 ramps o The northbound SH 114 off -ramp at its intersection with Kirkwood Drive is a three -lane, one- way roadway adjacent to the site and the southbound SH 114 off -ramp at the intersection is also a three -lane, one-way roadway. • T.W. King Road (classification: C2U- 70' Collector) o Two-lane, undivided roadway east of SH 114 and north of Kirkwood Boulevard. The portion of T.W. King Road at the approach with Kirkwood Boulevard is a four -lane, undivided roadway. • Dove Road (classification: A4D- 88' Arterial) o Four -lane, divided roadway east of SH 114 to Kirkwood Boulevard. The portion of Dove Road east of Kirkwood Boulevard to White Chapel Boulevard is a two-lane, undivided roadway. The following intersections were also included in the traffic impact analysis. • SH 114 at Kirkwood Boulevard/Solana Boulevard (All -way STOP control) • SH 114 at Dove Road (existing traffic signal) • Kirkwood Boulevard at T.W. King Road / Future Site Access Driveway (All -way STOP control) • Kirkwood Boulevard at Dove Road (Two-way STOP control) • Kirkwood Boulevard east/south of Sabre Driveway at three site driveways - proposed Site driveways 1, 2 and 3 (Two-way STOP control) • Kirkwood Boulevard west of Sabre Driveway at T.W. King Road, one site driveway — proposed site driveway 4 (All -way STOP control). Traffic Volumes The TIA presented in this report analyzed the operational conditions for the peak hours and study area as defined above using standardized analytical methodologies where applicable. It examined current traffic conditions and projected future background traffic conditions, future traffic conditions with the proposed project fully developed and operational, and a final scenario occurring five years after development is complete. Once current traffic information was collected, future background volumes were developed by Wilks Tract Development TIA Page 2 applying an annual growth rate to the existing count data. The traffic generated by the proposed development was then projected using the standard four -step approach: Trip Generation, Mode Split, Trip Distribution and Traffic Assignment. The resulting traffic impact to operational conditions can be assessed by adding the site - generated traffic to the future background traffic from which mitigation measures may be recommended. Existing Traffic Volumes Existing weekday peak -hour traffic volumes were collected in the study area on April 7, 2015. These volumes are shown in Exhibits 3A-3B. Detailed traffic counts can be found in Appendix A. The AM peak traffic hour on the adjacent roadway network occurs between 7:45 AM and 8:45 AM, and the PM peak traffic hour occurs between 4:45 PM and 5:45 PM. Future Background Traffic Volumes The standard procedure for determining the future background or non -site -related traffic involves three steps. The first step is to determine an average annual growth rate for the roadways in the study area. The next is to determine a buildout (or horizon year) for the analysis. Finally, the existing traffic volumes are factored using the assumed annual growth rate for the selected number of growth years. For this project, we assumed a 2017 Phase I buildout year, 2022 Phase II site buildout year, 2027 Phase III site buildout year and 2032 horizon year and that an average annual growth rate of 3% would occur each year for the next 17 years. Also, the traffic generated by the other commercial developments, located in the southeast corner of Kirkwood Boulevard/SH 114 was added to the 2022 background traffic. Applying the growth factors to the existing traffic volumes yields the 2017, 2022, 2027 and 2032 AM and PM background volumes shown in Exhibits 4A, 413, 5A, 513, 6A, 6B, 7A & 7B, respectively. Trip Generation and Mode Split Trip generation for the Project was calculated using the Institute of Transportation Engineers (ITE) Trip Generation (9" Edition). ITE Trip Generation is a compilation of actual traffic generation data by land use as collected over several decades by creditable sources across the country and is accepted as the standard methodology to determine trip generation volumes for various land uses where sufficient data exists. The proposed Phase I development is planned to have a 300,000-square-foot office or 1,950 employees. Based upon the information received from the Client, approximately 80 percent of the 1950 employees, which is equal to 1560 employees would arrive/leave between 8 AM and 5 PM and the rest at either earlier or later in the day, outside the peak hour. Similarly, the data used for the potential Phase II development with a 150,000- square-foot building and with employee head count (Phase I plus Phase II combined) in the peak shift was calculated to be 2,184 employees. A 250-room hotel is included in the background traffic volumes for Phase II. The site buildout (Phase III) of the proposed development is- assumed to include an additional 300,000-square- foot building. The combined employee count for the site buildout (Phase I, II & III) was calculated to be 3,432 employees. The developments adjacent to the site located on the SE corner of SH 114 and Kirkwood Boulevard are being proposed by other land developers. A summary of the site -related trips calculated for the proposed site development is provided in Table 1. The appropriate Trip Generation (91" Edition) excerpts are provided in Appendix B. Wilks Tract Development TIA Page 3 TABLE 1 Wilks Tract plus Adjacent Tract Trip Generation AM Peak PM Peak Phase Quantity Daily Land Use Hour Hour Traffic In Out In Out 710 — General 1,560 Phase 1 4,474 623 85 108 529 Office Employees Phase 11 710 — General 2,184 Office Employees 5,935 832 114 148 720 310 — Hotel (plus Phase I —General Office) (by others) 250 Rooms 1,864 78 55 77 73 Phase III -Site Buildout (Phase I & II 710 — General 3,432 General Office & Office Employees 8,676 1,228 168 226 1,104 Hotel) Trip Distribution and Assignment Traffic generated by the proposed development at the site buildout conditions was distributed and assigned to the study area roadway network using professional judgment to interpret the traffic orientation characteristics of existing traffic volumes in the study area and a technical understanding of the available roadway network. Exhibits 8A-8B, Exhibits 9A-9B and Exhibits 10A-10B illustrate the approach and departure percentages assumed for site -generated traffic in this study during Phase I, Phase II and Phase 111, respectively. Traffic Volumes Determination of the traffic impact associated with the project is measured by comparing the change in operational conditions before and after the site -related traffic is added to the roadway system. This involves the development of traffic volumes that include both background and site -related traffic. The site -generated traffic was calculated by multiplying the trip generation values (from Table 1) by the corresponding traffic approach and departure orientations (Exhibits 8A-8B, 9A-9B and 10A-1013). The resulting AM and PM peak - hour, site -generated traffic volumes for years 2017, 2022 and 2027 of the project are summarized in Exhibits 11A-11B, 12A-12B and 13A-13B, respectively. Future Background and Site -Generated Traffic Volumes Adding the new site -related traffic volumes in Exhibits 11A through 13B to the 2017, 2022, 2027 and 2032 background traffic volumes shown in Exhibits 4A-413, 5A-5B, 6A-613, respectively, yields the total AM and PM peak periods traffic volumes at the project buildout years as shown in Exhibits 14A-14B, 15A-15B, 16A-16B and 17A-17B, respectively. Access Assessment The access assessment portion of this study will examine the following three major areas. 1) The spacing between the proposed driveways and adjacent driveways 2) The spacing between proposed driveways and adjacent public street intersections 3) The need for acceleration/deceleration lanes based upon the projected turning movements at the proposed driveways Wilks Tract Development TIA Page 4 Access Point -to -Access Point Spacing The City of Southlake controls the access spacing for most of Kirkwood Boulevard with the exception of Kirkwood Boulevard east of T.W. King Road to Tyler Street North. The City has plans to acquire the ROW for the entire stretch of Kirkwood Boulevard by end of 2016. The City's Driveway Ordinance (No. 634) requires 250 feet between access points on an arterial facility such as Kirkwood Boulevard in the area of the proposed development. The site plan (see Exhibit 2) shows that: • Site Driveway 1 is proposed to be located approximately 300 feet from Tyler Street North and 450 feet from the proposed Site Driveway 2, • Site Driveway 2 is located approximately 600 feet from the proposed Site Driveway 3, • Site Driveway 3 is located approximately 350 feet from the existing Sabre Driveway to the north and will be constructed with Phase 3, final buildout phase of the site development. • Site Driveway 4 is located approximately 850 feet east of the SH 114 NB frontage Road and lines up with the SB approach of T.W. King Road. Therefore, all driveway spacing distances meet the City's minimum driveway spacing requirements. Sight Distance Criteria DeShazo conducted sight distance analysis based upon AASHTO's Design Standards for Horizontal Sight Distance and Vertical Sight Distance near the project vicinity. The vertical sight distance was not performed since a field visit to the Project site found that Kirkwood Boulevard and the locations of the site driveways appear to be on level grade and therefore adequate. The horizontal sight distance analysis determined that the conceptual site driveways appear to intersect existing Kirkwood Boulevard at 90-degree angles to the horizontal curvature. All driveways appear to satisfy the AASHTO minimum horizontal sight distance requirements. Auxiliary Lane Assessment This portion of this study examines the need for auxiliary or turn lanes based upon the projected turning movements at the proposed access points. The City of Southlake requires that auxiliary turn lanes be provided if the right -turn ingress volume exceeds 50 vehicles in the design hour on an arterial street or if the speed limit on the street exceeds 40 MPH and the right -turn ingress volume is at least 40 vehicles in the design hour (Refer to Driveway Ordinance No. 634). Applying the volume threshold standards to the proposed site traffic (Exhibits 11A through 13B) shows that: 1) The projected southbound, right -turn traffic volumes on Kirkwood Boulevard at Site Driveway 1 exceed the volume threshold for an auxiliary lane (right -turn lane is required); 2) The projected southbound, right -turn traffic volumes on Kirkwood Boulevard at Site Driveway 2 exceed the volume threshold for an auxiliary lane (right -turn lane is required); 3) The projected southbound, right -turn traffic volumes on Kirkwood Boulevard at Site Driveway 3 exceed the volume threshold for an auxiliary lane (right -turn lane is required); 4) The projected eastbound, right -turn traffic volumes on Kirkwood Boulevard at Site Driveway 4 exceed the volume threshold for an auxiliary lane. There is an existing right -turn lane that is striped out, which can be restriped to serve as a right -turn lane; and 5) Left -turn lanes are required to be built on Kirkwood Boulevard, a divided arterial street, at Site Driveways 1, 2 and 3 (Refer to Driveway Ordinance No. 634). Wilks Tract Development TIA Page 5 Internal Storage (Stacking /Minimum Throat Length) Assessment This portion of the study examines the site driveways for the internal storage criteria. The City of Southlake Driveway Ordinance No. 634 (Table Two) states that the internal storage shall be based upon the average number of parking spaces served per driveway (200+ category for Driveway 1, 2, 3, and 4) and the total number of parking spaces (200+ category) for this project. Applying the parking threshold standard to the proposed site plan shows that: 1) Site Driveway 1 as shown on the preliminary site plan on Exhibit 2 may meet the City's required minimum storage length of 150 feet; 2) Site Driveway 2 as shown on the preliminary site plan on Exhibit 2 has an internal storage length of approximately 190 feet from the curb and meets the City's required minimum internal storage length of 150 feet; 3) Site Driveway 3 as shown on the preliminary site plan on Exhibit 2 has an internal storage length of approximately 510 feet from the curb and meets the City's required minimum internal storage length of 150 feet; 4) Site Driveway 4 as shown on the preliminary site plan on Exhibits 2 has an internal storage length of approximately 860 feet from the curb and meets the City's required minimum internal storage length of 150 feet. All the outbound approaches at the Site Driveways show a minimum required continuous curb up to the front right-of-way line. Traffic Impact Analysis Analysis Methodology Traffic operational conditions for unsignalized and signalized roadway intersections are quantitatively measured in terms of average delay through the intersection per vehicle in a one -hour period as a function of roadway capacity and operational characteristics of the traffic signal. The standardized methodology applied herein was developed by the Transportation Research Board as presented in the 2010 Highway Capacity Manual (HCM). HCM also qualitatively rates the overall delay conditions in terms of "level of service" (LOS) ranging from "A" (free -flowing conditions) to "F" (over -capacity conditions). Generally, LOS D or better is considered an acceptable condition for intersections in urban and suburban areas. Summary of Results The intersection capacity analyses presented in this study were performed using the Synchro 9 software package. Table 2 provide a summary of the intersection operational conditions during the peak periods under the analysis conditions presented previously. Detailed software output is provided in Appendix C. Wilks Tract Development TIA Page 6 Table 2. Peak Hour Intersection Capacity Analysis Results (Signalized Intersections) DeShazo Group, Inc. 08/28/2015 Existing Phase I Phase II Phase III Horizon Signalized 2015 2017 Backeround 2017 Background + Site 2022 Background 2022 Background + Site 2027 Backeround' 2027 Background + Site ' 2032 Horizon''' 2032 Horizon +Site''' Intersections AM PM AM PM AM PM AM PM AM PM AM PM AM PM AM PM AM PM Dove Road at SH 114 SB Off -Ramp A (5.8) A (8.6) A (Z I) A (8.9) A (8.9) B (10.5) B (11.7) B (14.2) B (12.4) B (15.1) B (15.7) C (20.4) B (1Z2) C (20.4) B (16.1) C (29.3) C (22.4) E (56.7) Dove Road at SH 114 NB Off -Ramp B (14.0) C (22.5) B (13.9) C (22.9) B (14.3) C (26.4) B (17.5) C (33.1) B (17.7) D (35.5) B (19.8) E (56.8) C (21.1) E (68.5) B (IZ9) E (72.3) C (25.3) F (>100) With Roadway Improvements B (19.3) D (40.3) C (20.5) D (43.9) B (16.5) D (36.5) C (22.0) D (50.5) Kirkwood Boulevard at Dove Road (With Traffic Signal) - - - - A (ZO) B (10.1) B (10.4) B (10.1) B (13.8) B (10.5) B (16.5) B (11.5) B (20.0) C (21.1) C (27.4) C (2Z5) B (11.0) C (22.3) C (34.9) C (29.2) Kirkwood Boulevard at SH 114 SB Off -Ramp (With Traffic Signal) - - - - B (14.8) B (15.1) B (16.7) B (16.2) B (18.8) C (22.1) B (19.4) C (22.9) C (24.9) D (38.2) C (2Z1) D (41.7) C (26.2) D (45.8) C (29.7) D (50.7) Kirkwood Boulevard at SH 114 NB Off -Ramp (With Traffic Signal) - - - - B (17.6) C (26.3) C (11.7) C (24.8) C (23.2) D (37.4) C (23.8) D (37.7) C (28.4) D (53.4) C (29.8) D (53.6) C (28.3) E (62.7) D (42.4) E (60.5) Existing Phase I Phase II Phase III Horizon Unsignalized Traffic 2015 2017 Background 2017 Background + Site 2022 Background 2022 Background + Site 2027 Background' 2027 Background + Site ' 2032 Horizon''' 2032 Horizon +Site''' Intersections Movement AM PM AM PM AM PM AM PM AM PM AM PM AM PM AM PM AM PM Dove Road at Kirkwood Boulevard EBL A (9.1) A (8.7) A (9.2) A (8.7) B (11.8) A (8.9) - - - - - - - - - - - - - - - - - - - - - - - - SBL D (32.6) C (19.2) E (35.2) C (20.1) F (>100) D (27.9) - - - - - - - - - - - - - - - - - - - - - - - - SBR B(10.2) B(12.6) B(10.3) B(12.9) B(10.9) C1'19.0) -- -- -- -- -- -- -- -- -- -- -- -- Kirkwood Boulevard at SH 114 SB Off -Ramp EBT B (12.7) B (12.2) B (13.0) B (12.5) C (18.4) B (13.2) - - - - - - - - - - - - - - - - - - - - - - - - EBR B(10.2) D(28.1) B(10.6) D(33.7) C(15.5) E(43.8) -- -- -- -- -- -- -- -- -- -- -- -- WBL C (19.1) F (51.7) C (20.2) F (60.4) D (32.7) F (70.5) - - - - - - - - - - - - - - - - - - - - - - - - WBT C(18.0) B(13.1) C(20.2) B(13.4) D(32.7) C(15.5) -- -- -- -- -- -- -- -- -- -- -- -- SBL B(12.7) B(12.7) B(13.0) B(12.9) C(21.8) B(13.8) -- -- -- -- -- -- -- -- -- -- -- -- SBLT B(12.7) B(12.7) B(13.0) B(12.9) C(21.8) B(13.8) -- -- -- -- -- -- -- -- -- -- -- -- SBTR B(10.4) B(10.8) B(10.6) B(10.9) B(11.4) B(11.0) -- -- -- -- -- -- -- -- -- -- -- -- Kirkwood Boulevard at SH 114 NB Off -Ramp EBL C(16.7) F(84.9) C(IZ3) F85..5 C(18.6) F(89.7) -- -- -- -- -- -- -- -- -- -- -- -- EBT C(16.8) B(14.2) C(1Z5) B(14.4) F(50.4) C(1Z1) -- -- -- -- -- -- -- -- -- -- -- -- WBT C (18.3) D (26.9) C (19.1) D (28.6) D (25.6) E (42.3) - - - - - - - - - - - - - - - - - - - - - - - - WEIR A(9.3) C(19.3) A(9.5) B(14.4) B(12.0) F(68.4) -- -- -- -- -- -- -- -- -- -- -- -- NBL E (35.7) C (23.0) E (41.5) C (24.3) F (70.7) D (28.4) - - - - - - - - - - - - - - - - - - - - - - - - NBLT C(17.6) F(70.7) C(18.3) F(71.0) C(21.6) F(73.9J -- -- -- -- -- -- -- -- -- -- -- -- NBTR E (41.3) F (70.4) E (48.2) F (70.6) F (68.1) F (73.5) - - - - - - - - - - - - - - - - - - - - - - - - Kirkwood Boulevard at T W King Road/ Site Driveway 4 EBL A (9.5) B (10.7) A (9.6) B (30.9) A (10.0) B (12.2) B (30.4) B (12.8) B (10.6) B (13.2) B (11.1) B (13.8) B (11.4) B (14.6) - - - - B (11.8) C (15.4) EBT C (16.8) A (9.4) C (IZ7) A (9.5) D (29.3) B (11.2) E (48.7) B (11.5) F (65.1) B (12.2) F (66.6) B (12.5) F (68.0) B (13.9) - - - - F (58.8) B (14.3) EBTR - - - - B (10.1) A (7.6) C (16.2) B (10.7) C (19.6) B (11.0) D (26.0) B (11.6) E (36.1) B (11.9) F (66.7) B (13.1) - - - - F (67.6) B (13.5) WBT B(10.3) C(18.2) B(10.4) C(19.3) -- -- -- -- -- -- -- -- -- -- -- -- -- -- WBLT - - - - - - - - B (11.6) F (61.0) B (12.4) F (62.0) B (12.8) F (63.6) B (13.4) F (64.7) B (14.5) F (67.8) - - - - C (15.2) F (69.0) WBTR B (10.6) B (12.4) B (10.1) B (12.7) B (11.0) C (24.7) B (11.7) E (38.0) B (12.0) F (61.0) B (12.5) F (63.5) B (13.3) F (66.7) - - - - B (13.8) F (6Z9) NBLT - - - - B (11.8) B (13.4) B (12.3) B (13.8) B (12.7) C (15.4) B (13.0) C (15.9) B (13.8) C (20.7) - - - - B (14.2) C (21.5) NBRT - - - - B (10.9) B (10.8) B (11.5) B (11.0) B (11.7) B (11.3) B (12.0) B (11.5) B (12.5) B (11.9) - - - - B (12.8) B (12.1) SBL B(10.6) A(10.0) B(10.8) B(10.1) -- -- -- -- -- -- -- -- -- -- -- -- -- SBLT - - - - - - - - B (12.3) B 1'11.4) B (13.1) B (11.6) B (14.1) B (12.0) B (14.7) B (12.2) C (16.6) B (12.9) - - - - C (17.6) B (13.1) SBR B (14.0) B (10.4) B (14.6) B (10.5) C (17.2) B (12.5) C (22.7) B (13.5) C (24.9) B (14.2) E (36.5) C (15.4) E (43.0) C (16.9) - - - - F (67.7) C (18.9) Kirkwood Boulevard at Site Driveway 1 EBL - - - - - - - - C (15.1) C (IZ4) C (15.4) C (19.7) C (16.4) D (25.7) C (16.9) D (31.3) C (19.5) F (82.7) - - - - C (20.3) F (>I00) EBR - - - - - - - - A (8.5) B (10.5) A (8.5) B (10.8) A (8.5) B (11.2) A (8.5) B (11.5) A (8.6) B (12.9) - - - - A (8.6) B (13.4) NBL - - - - - - - - A (Z6) A (8.1) A (Z6) A (8.3) A (Z6) A (8.6) A (Z 7) A (8.8) A (7.7) A (9.3) - - - - A (Z 7) A (9.5) Kirkwood Boulevard at Site Driveway 2 EBL - - - - - - - - B (12.3) C (15.9) B (12.7) C (17.7) C (17.2) D (25.6) C (17.7) D (31.7) D (26.7) F (55.2) - - - - D (2Z9) F (81.0) EBR - - - - - - - - A (8.8) A (9.6) A (8.9) A (9.8) A (9.0) B (10.5) A (9.0) B (10.8) A (9.1) B (11.8) - - - - A (9.1) B (12.3) NBL - - - - - - - - A (7.7) A (8.0) A (7.7) A (8.1) A (8.0) A (8.2) A (8.0) A (8.4) A (8.4) A (8.8) - - - - A (8.4) A (9.0) Kirkwood Boulevard at Site Driveway 3 EBL - - - - - - - - - - - - - - - - - - - - - - - - C (16.9) D (33.6) - - - - C (1Z8) E (45.1) EBR -- -- -- -- -- -- -- -- -- -- -- -- A(9.6) B(10.7) -- -- A(9.7) B(11.0) NBL -- -- -- -- -- -- -- -- -- -- -- -- A(8.4) A(8.4) -- -- A(8.4) A(8.6) Kirkwood Boulevard at Driveway 5 (By Others) WBL - - - - - - - - - - - - C (18.1) A (8.9) C (20.1) A (9.0) C (22.8) A (9.0) D (28.6) A (9.3) - - - - - - - - NBLR - - - - - - - - - - - - D (28.7) B (13.8) D (33.8) B (14.7) E (42.4) C (15.7) F (61.5) C (20.9) - - - - - - - - Kirkwood Boulevard at Driveway 6 (By Others) WBL - - - - - - - - - - - - C (18.8) A (9.1) C (20.9) A (9.1) C (23.7) A (7.7) D (29.7) A (Z8) - - - - - - - - NBLR - - - - - - - - - - - - D (31.3) B (14.6) E (36.9) C (15.5) E (47.2) C (17.6) F (69.3) C (20.7) - - - - - - - - KEY. A, B, C, D, E, F = Level -of -Service for each intersection approach NB, SB, EB, WB = North-, South-, East-, Westbound approach L, T, R = Left Through, Right Approach turning movement AM = AM Peak Hour of Adjacent Street PM = AM Peak Hour of Adjacent Street 1SH-114 NB Off -Ramp at Dove Road(Phase III Year 2027 - Added a WB channelized right -turn lane 1,2SH-114 NB Off -Ramp at Dove Road(Horizon Phase Year 2032): - Added an additional NB left -turn lane - Converted the NB shared through -right lane to separate through lane - Converted the NB shared left -through lane to separate through lane - Added an exclusive NB right -turn lane NOTE: Signalized intersection operational parameters and operational results were obtained directly from the optimized software output and may differ slightly from actual traffic signal operations. Wilks Tract Development TIA Page 7 The findings are as follows: Existing (2015) Conditions The following assumption was included as part of the existing conditions analysis. • The traffic volumes collected April 7, 2015, are representative of average daily traffic levels. As Table 2 indicates: 1) All signalized intersections operate acceptably during the AM and PM peak periods with 2015 traffic volumes. 2) The Kirkwood Boulevard/SH 114 SB ramp interchange operates acceptably during the AM and only a few approach movements operate with low LOS in the PM peak. 3) The Kirkwood Boulevard/SH 114 NB ramp interchange operates at acceptable LOS with the exception of some approach movements that experience low LOS during the AM and PM peak hours. Phase I (Year 2017) Background Conditions The following assumptions were included as part of the future background conditions analysis. • The traffic volumes collected April 7, 2015, were increased by 3% per year for two years to reflect the normal growth in the study area and to represent average daily traffic levels for the year 2017. As Table 2 indicates: 1) All signalized intersections will operate at LOS C or better during the AM and PM peak periods with 2017 traffic volumes. 2) The Kirkwood Boulevard/SH 114 interchange will generally operate at acceptable LOS with the exception of some approach movements that experience low LOS during the AM and PM peak hours. A Traffic Signal may be required even without any additional development. 3) A Traffic Signal at Dove Road/Kirkwood Boulevard may be required even without any additional development. (City of Southlake has indicate that this traffic signal is planned.) Phase I (Year 2017) Buildout Conditions As Table 2 indicates: 1) A Traffic Signal at the intersection of Dove Road/Kirkwood Boulevard will be required to operate at acceptable LOS with the proposed development. 2) The Kirkwood Boulevard/SH 114 interchange will experience low LOS during the AM and PM peak hours. A Traffic Signal may be required to operate at acceptable LOS with the proposed Phase I developments with the identified improvements. Refer to Exhibit 19 for details. 3) All other existing signalized intersections will operate at LOS C or better during the AM and PM peak periods. 4) All other unsignalized intersections will operate at acceptable LOS during the AM and PM peak periods with the proposed developments. Phase II Background Conditions (Year 2022 — without Site) The following assumptions were included as part of the future background conditions analysis. The traffic volumes collected April 7, 2015, were increased by 3% per year for seven years to reflect the normal growth in the study area and to represent average daily traffic levels for the year 2022. A traffic signal at the SH 114/ Kirkwood Boulevard interchange was assumed to be in place for opening day of Phase I development and operational by year 2017. Wilks Tract Development TIA Page 8 As Table 2 indicates: 1) All existing and new traffic signalized intersections will operate at LOS D or better during the AM and PM peak periods. 2) All other unsignalized intersections are shown to operate at acceptable LOS during the AM and PM peak periods. Phase II Site Buildout Condition (Year 2022) As Table 2 indicates: 1) All existing and new traffic signalized intersections will operate at LOS D or better during the AM and PM peak periods with the identified improvements. Refer to Exhibit 20 for details. 2) Site driveways 1 and 2 are shown to operate with acceptable LOS during the AM and PM peak periods. 3) Kirkwood Boulevard/T. W. King Road -Site driveways 4 will operate with acceptable LOS during the AM and PM peak periods. Phase III Background Conditions (Year 2027 - without Site) The following assumptions were included as part of the future background conditions analysis. • The traffic volumes collected April 7, 2015, were increased by 3% per year for 12 years to reflect the normal growth in the study area and to represent average daily traffic levels for the year 2027. As Table 2 indicates: 1) The SH 114/Dove Road interchange will operate acceptably during the AM peak period, however, it operates at a low level of service for the PM period with the additional 2027 background traffic volumes. A WB channelized right -turn lane at SH 114 NB frontage road and Dove Road is recommended in order to improve the LOS. 2) All other signalized intersections will operate at LOS D or better during the AM and PM peak periods. 3) All other Site Driveways and unsignalized intersections will operate at an acceptable LOS during the AM and PM peak periods. Phase III Site Buildout Conditions (Year 2027) As Table 2 indicates: 1) The SH 114/Dove Road interchange will operate acceptably during the AM and PM peak periods with 2027 background -plus -site traffic volumes. 2) The Kirkwood Boulevard/SH 114 interchange will operate at LOS D or better during the AM and PM peak periods. 3) All other signalized intersections will operate at LOS D or better during the AM and PM peak periods with the recommended improvements. Refer to Exhibit 21 for details. 4) Site driveways 1, 2 and 3 are shown to experience brief delays during the peak periods due to high through background volumes on Kirkwood Boulevard. Projected Horizon Conditions without Site (Year 2032) The following assumptions were included as part of the future background conditions analysis. • The traffic volumes collected April 7, 2015, were increased by 3% per year for 17 years to reflect the normal growth in the study area and to represent average daily traffic levels for the year 2032. Wilks Tract Development TIA Page 9 As Table 2 indicates: 1) All signalized intersections will operate at LOS D or better during the AM and PM peak periods with the recommended improvements. Refer to Exhibit 21 for details. Projected Horizon plus Site Conditions (Year 2032) As Table 2 indicates, 1) All signalized intersections will operate at LOS D or better during the AM and PM peak periods with the recommended improvements. 2) Site driveways 1, 2, and 3 will experience brief delays during the peak periods due to high through background volumes on Kirkwood Boulevard. 3) A Traffic Signal at Kirkwood Boulevard/T. W. King Road may be required to operate at acceptable LOS with the proposed development and the other developments on T. W. King Road. Roadway Link Analysis Analysis Methodology Roadway link analysis is an evaluation technique used to validate the regional roadway network. It is a comparison of actual or forecasted traffic volumes to the theoretically optimum roadway capacity. Ideally, the comprehensive thoroughfare system is designed to provide adequate local and regional mobility while maintaining sufficient opportunities for property access without requiring excessive right-of-way. For this study, DeShazo applied planning parameters developed by the NCTCOG (these parameters are provided in Tables 3 and 4) and used the site buildout peak period traffic volumes for the year 2027. A summary of the link capacity analysis is provided in Table 5. A suburban residential area type and minor arterial functional classification were used in the analysis: • Kirkwood Boulevard: 4-lane, divided arterial (adjacent to the site -A4D) • Kirkwood Boulevard: 6-lane, undivided Collector (between the SH 114 NB frontage road and T.W. King Road), Table 3 Hourly Roadway Link Service Volumes (per lane) XXX = Divided or One -Way Roads, (XXX) = Undivided Roads Functional Class Principal Minor Collector Frontage Area Type Arterial Arterial Road 725 725 475 725 CBD (650) (650) (425) (650) Outer Business 775 775 500 775 District (725) (725) (450) (725) Urban 850 825 525 850 Residential (775) (750) (475) (750) Suburban 925 900 575 900 Residential (875) (825) (525) (825) Rural 1,025 975 600 975 (925) (875) (550) (875) Table 4 Wilks Tract Development TIA Page 10 Roadway Link Level -of -Service Guidelines (Derived from parameters used by North Central Texas Council of Governments) Level -of- Service NCTCOG Volume/Capacity Ratio C or Better X< 0.65 D or E 0.65<X<1 F X>1.0 Table 5 Roadway Link Analysis Hourly Volume LOS AM PM AM PM Roadway Link Hourly Capacity per Year 2017 Year 2017 Year 2017 Yea 2017 Lane Existing Plus Site Existing Plus Site Existing Plus Site Existing Plus Site (C) (V) (V) (V) (V) NO (V/C) (V/C) NO Kirkwood 900 (x 4) 0.07 0.20 0.14 0.26 Blvd.(Adjacent 234 702 512 951 = 3,600 (C or better) (C or better) (C or better) (C or better) to site) Kirkwood Blvd.(Between SH 114 NB 900 (x 6) 0.19 0.27 0.15 0.22 frontage road = 5,400 1,011 1,431 819 1,191 (C or better) (C or better) (C or better) (C or better) and T.W. King Road) Summary of Roadway Link Analysis Results The roadway Link analysis presented in Table 5 indicates the following: • Kirkwood Boulevard, adjacent to site, to the east, will operate well with four -lane divided roadway below capacity near the site. • Kirkwood Boulevard, between SH 114 NB frontage road and T.W. King Road, will operate well below capacity near the site. SUMMARY OF FINDINGS AND RECOMMENDATIONS This report examined the access and traffic impact of the Wilks Tract, a proposed office development in Southlake, Texas, on the adjacent roadway system. The findings and recommendations are summarized below by proposed Phase of development. Phase I- Recommended Improvements 1) Traffic signals at the SH 114/Kirkwood Boulevard frontage road intersections will be needed concurrent with Phase I development of the project. The developers of Solana Business Park, with the City of Southlake and City of Westlake along with TxDOT will need to coordinate to build the traffic signals. Wilks Tract Development TIA Page 11 2) A traffic signal at Dove Road/Kirkwood Boulevard will be needed with Phase I development by year 2017. The City of Southlake has indicated that this traffic signal is planned already. 3) Site driveways #1 and #2, are full access driveways and will require right -turn and left -turn deceleration lanes. 4) Site driveways #1 and #2, will require two -outbound lanes at the intersection approach with Kirkwood Boulevard. 5) Site driveway #4 shown to lines up with T. W. King Road and will require a right -turn lane. An existing EB merge lane is already available at Site Driveway #4 and can be striped to be an exclusive right -turn lane. Phase II- Recommended Improvements 1) Kirkwood Boulevard, south of site between Tyler Street north and Stockton Drive will a require four -lane divided section. The City of Southlake has planned to widen Kirkwood Boulevard to a four -lane divided section by end of year 2016. Phase III- Recommended Improvements 1) Dove Road at the SH 114 NB frontage road will require a channelized right -turn lane in order to improve the level of service to an acceptable level. Horizon- Recommended Improvements 1) Consideration should be given to the following roadway improvements at SH 114 NB frontage road and Dove Road in the Horizon Year 2032 to improve the level of service: a. Construct an additional NB left -turn lane. b. Convert the existing NB shared through -right lane to a separate through lane. c. Convert the existing NB shared left -through lane to a separate through lane. d. Construct an exclusive NB right -turn lane. NOTE: Recommendations for public improvements within the study area presented in this report reflect the opinion of DeShazo based solely upon technical analysis and professional judgment and are not intended to define, imply, or allocate funding sources nor required improvements. Applicable legal precedent indicates that the Owner of a Project should only be required to proportionately fund necessary infrastructure improvements that are directly attributable to implementation of the Project. Such requirements will depend upon the individual circumstances of each project that may be viewed differently by each particular agency/municipality. ►W►l►seJAMMAM Wilks Tract Development TIA Page 12 EXHIBITS Not to Scale 4 e M1:l SITE LOCATION Exhibit 3A. Existing AM Peak Hour Traffic Volumes Plan North ^ Not to Scale DeShazo Group, Inc TIA for Wilks Tract Office Development in Southlake, Texas Exhibit 3B. Existing PM Peak Hour Traffic Volumes Plan North ^ Not to Scale DeShazo Group, Inc TIA for Wilks Tract Office Development in Southlake, Texas Exhibit 4A. 2017 Background AM Peak Hour Traffic Volumes (Phase 1) Plan North Not to Scale lawd �� 0 d 7f�9 p �o- DeShazo Group, Inc TIA for Wilks Tract Office Development in Southlake, Texas Exhibit 4B. 2017 Background PM Peak Hour Traffic Volumes (Phase 1) Plan North Not to Scale F-29A �aK�° sow Ewa 5 �k 0 d 7f�9 0 DeShazo Group, Inc TIA for Wilks Tract Office Development in Southlake, Texas Exhibit 5A. 2022 Background AM Peak Hour Traffic Volumes (Phase II) Plan North Not to Scale DeShazo Group, Inc TIA for Wilks Tract Office Development in Southlake, Texas Exhibit 5B. 2022 Background PM Peak Hour Traffic Volumes (Phase II) Plan North Not to Scale DeShazo Group, Inc TIA for Wilks Tract Office Development in Southlake, Texas Exhibit 6A. 2027 Background AM Peak Hour Traffic Volumes (Phase III) Plan North ^ Not to Scale DeShazo Group, Inc TIA for Wilks Tract Office Development in Southlake, Texas Exhibit 6B. 2027 Background PM Peak Hour Traffic Volumes (Phase III) Plan North ^ Not to Scale DeShazo Group, Inc TIA for Wilks Tract Office Development in Southlake, Texas Exhibit 7A. 2032 Horizon AM Peak Hour Traffic Volumes Plan North Not to Scale DeShazo Group, Inc TIA for Wilks Tract Office Development in Southlake, Texas Exhibit 7B. 2032 Horizon PM Peak Hour Traffic Volumes Plan North Not to Scale DeShazo Group, Inc TIA for Wilks Tract Office Development in Southlake, Texas ryrj I � U� ��-� � r•' ® a - . ate.= �\ DRIVEWAY 2 cti ai DRIVEWAY 1� ce .t _ tam— z3 ro 'a L rfh abin- _n , kkn J NTS f8. I l I ! Jfl �., _ NTS EM c lip a { DRIVEWAY 2 rs"91 a ...'si•'j � DRIVEWAY 1 44- 1. J.cvP10 t v 12 LT ,cam LL 'd r F _ -J, '�obin—n ,-E) rt h M I Oil LL 0 m DRIVEWAY 2® ' DRIVEWAY I- IN as NTS a vi 3 — �? th to In NTS '100 aria' DRIVEWAY 2 DRIVEWAY I Cw O—e CD 9 XHIBIT ) B m NTS IN ® 51100 aian PC9 DRIVEWAY 3 t' •;�s;., DRIVEWAY 2 low � DRIVEWAY 1 - n G m f] N u ` LL earth ar;n-4n Cr o NTS I m ul F, J n oi3 M f DRIVEWAY 3 ° y DRIVEWAY 2 I 61 lowy. a DRIVEWAY 1 y. Uall - n rGI LO earth Exhibit 11A. 2017 Site Generated AM Peak Hour Traffic Volumes (Phase 1) Plan North Not to Scale Dove Rd �'-� • DrivewaY 2 9- TIA for Wilks Tract Office Development in Southlake, Texas DeShazo Group, Inc Exhibit 11B. 2017 Site Generated PM Peak Hour Traffic Volumes (Phase 1) Plan North Not to Scale Dove Rd Nf-_ VT - �a Driveway 2 53- TIA for Wilks Tract Office Development in Southlake, Texas DeShazo Group, Inc Exhibit 12A. 2022 Site Generated AM Peak Hour Traffic Volumes (Phase II) Plan North ^ Not to Scale TIA for Wilks Tract Office Development in Southlake, Texas DeShazo Group, Inc Exhibit 12B. 2022 Site Generated PM Peak Hour Traffic Volumes (Phase II) Plan North ^ Not to Scale TIA for Wilks Tract Office Development in Southlake, Texas DeShazo Group, Inc Exhibit 13A. 2027 Site Generated AM Peak Hour Traffic Volumes (Phase III) Plan North ^ Not to Scale TIA for Wilks Tract Office Development in Southlake, Texas DeShazo Group, Inc Exhibit 13B. 2027 Site Generated PM Peak Hour Traffic Volumes (Phase III) Plan North ^ Not to Scale TIA for Wilks Tract Office Development in Southlake, Texas DeShazo Group, Inc Exhibit 14A. 2017 Background Plus Site Generated AM Peak Hour Traffic Volumes (Phase 1) Plan North Not to Scale DeShazo Group, Inc TIA for Wilks Tract Office Development in Southlake, Texas Exhibit 14B. 2017 Background Plus Site Generated PM Peak Hour Traffic Volumes (Phase 1) Plan North Not to Scale DeShazo Group, Inc TIA for Wilks Tract Office Development in Southlake, Texas Exhibit 15A. 2022 Background Plus Site Generated AM Peak Hour Traffic Volumes (Phase II) Plan North Not to Scale TIA for Wilks Tract Office Development in Southlake, Texas DeShazo Group, Inc Exhibit 15B. 2022 Background Plus Site Generated PM Peak Hour Traffic Volumes (Phase II) Plan North Not to Scale DeShazo Group, Inc TIA for Wilks Tract Office Development in Southlake, Texas Exhibit 16A. 2027 Background Plus Site Generated AM Peak Hour Traffic Volumes (Phase III) Plan North Not to Scale DeShazo Group, Inc TIA for Wilks Tract Office Development in Southlake, Texas Exhibit 16B. 2027 Background Plus Site Generated PM Peak Hour Traffic Volumes (Phase III) Plan North Not to Scale DeShazo Group, Inc TIA for Wilks Tract Office Development in Southlake, Texas Exhibit 17A. 2032 Horizon Plus Site Generated AM Peak Hour Traffic Volumes Plan North Not to Scale DeShazo Group, Inc TIA for Wilks Tract Office Development in Southlake, Texas Exhibit 17B. 2032 Background Plus Site Generated PM Peak Hour Traffic Volumes (Horizon) Plan North Not to Scale DeShazo Group, Inc TIA for Wilks Tract Office Development in Southlake, Texas Exhibit 18. Existing Intersection Geometry and Traffic Control Plan North Not to Scale DeShazo Group, Inc TIA for Wilks Tract Office Development in Southlake, Texas Exhibit 19. Recommended Phase I Intersection Geometry and Traffic Control Plan North Not to Scale y- DeShazo Group, Inc TIA for Wilks Tract Office Development in Southlake, Texas Exhibit 20. Recommended Phase II Intersection Geometry and Traffic Control Plan North Not to Scale y- DeShazo Group, Inc TIA for Wilks Tract Office Development in Southlake, Texas Exhibit 21. Recommended Phase III Intersection Geometry and Traffic Control Plan North Not to Scale yW DeShazo Group, Inc TIA for Wilks Tract Office Development in Southlake, Texas APPENDIX A. Traffic Volume Exhibits Page I q f 6 Intersection Traffic Movements DeShazo Group, Inc. Location: SH 114 SBFR at Dove Road • City/State: Southlake, Texas Data Collector(s): Camera Day/Date: Tuesday, April 7, 2015 Weather Conditions: Mild/Normal Conditions Project -ID #: 15035-01 Traffic Control: Signal►zed Data Source: CJ Hensch Time of Northbound on Southbound on Eastbound on Westbound on Count SH 114 SBFR SH 114 SBFR Dove Road Dove Road Begin End U L T R U I L T R U L T R U-F L T R 7:00 AM 7:15 AM 0 0 16 24 3 0 35 95 0 18 33 7:15 AM 7:30 AM 0 0 17 21 11 0 51 161 0 12 82 7:30 AM 7:45 AM 0 0 17 23 15 0 101 158 0 13 129 7:45 AM 8:00 AM 0 - 0 18 26 17 0 106 187 0 15 177 8:00 AM 8:15 AM 0 - 0 17 24 16 0 74 180 0 19 88 8:15 AM 8:30 AM 0 - 0 21 41 8 0 53 163 0 20 90 8:30 AM 8:45 AM 0 0 17 22 11 0 54 128 0 18 65 8:45 AM 9:00 AM 0 0 1 11 41 7 0 41 114 0 1 17 64 Intersection PHV: 0 0 0 73 114 56 0 334 688 67 484 0 PHF: 0.00 0.00 0.00 0.87 0.70 0.82 0.00 0.79 0.92 0.84 0.68 0.00 Intersection Peak Hour.' 7:30 AM - 8:30 AM Intersection PHF.' 0.83 Study Area PHV: 0 0 0 73 113 52 0 287 658 72 420 0 PHF: 0.00 0.00 0.00 0.87 0.69 0.76 0.00 0.68 0.88 0.90 0.59 0.00 Study Peak Hour: 7:45 AM - 8:45 AM Study Area PHF: 0.77 4:30 PM 4:45 PM 0 0 16 30 22 0 35 48 0 79 234 4:45 PM 5:00 PM 0 - 0 20 29 27 0 25 58 0 78 238 5:00 PM 5:15 PM 0 - 0 16 32 23 0 33 61 0 73 256 5:15 PM 5:30 PM 0 - 0 15 34 33 0 37 60 0 67 247 5:30 PM 5:45 PM 0 0 26 29 25 0 42 75 0 50 271 5:45 PM 6:00 PM 0 0 19 17 12 0 33 50 0 39 268 6:00 PM 6:15 PM 0 0 16 15 17 0 32 45 0 37 257 6:15 PM 6:30 PM 0 0 1 14 28 33 0 28 54 0 1 42 169 Intersection PHV., 0 0 0 77 124 108 0 137 254 268 1,012 0 PHF: 0.00 0.00 0.00 0.74 0.91 0.82 0.00 0.82 0.85 0.86 0.93 0.00 Intersection Peak Hour: 4:45 PM - 5:45 PM Intersection PHF: 0.96 Study Area PHV: 0 0 0�=774 124 108 F- 0 137 254 268 1,0120PHF: 0.00 0.00 0.00 0.91 0.82 0.00 0.82 0.85 0.86 0.93 0.00 Study Peak Hour: 4:45 PM - 5:45 PM Study Area PHF: 0.96 Observations: Pile: C2X3HRS - 4L&12Mv PedSXLS Page 2 q f 6 Intersection Traffic Movements DeShazo Group, Inc. Location: SH 114 NBFR at Dove Road • City/State: Southlake, Texas Data Coliector(s): Camera Day/Date: Tuesday, April 7, 2015 Weather Conditions: Mild/Normal Conditions Project -ID #: 15035-02 Traffic Control: Signalized Data Source: CJ Hensch Time of Northbound on Southbound on Eastbound on Westbound on Count SH 114 NBFR SH 114 NBFR Dove Road Dove Road Begin End U I L T R U L T R U-F L T R U-F L T R 7:00 AM 7:15 AM 0 21 17 26 0 0 6 43 0 32 22 7:15 AM 7:30 AM 0 42 14 35 0 0 13 57 0 50 17 7:30 AM 7:45 AM 0 38 22 40 0 0 18 97 0 101 19 7:45 AM 8:00 AM 0 64 24 49 0 0 19 102 0 134 29 8:00 AM 8:15 AM 0 51 30 54 0 0 16 74 0 50 15 8:15 AM 8:30 AM 0 57 21 72 0 0 12 61 0 61 14 8:30 AM 8:45 AM 0 48 25 57 0 0 13 56 0 36 14 8:45 AM 9:00 AM 01 47 21 55 1 0 0 7 45 0 34 13 Intersection PHV: 210 97 215F 0 0 0 65 334 0 0 346 77 PHF: 0.82 0.81 0.75 0.00 0.00 0.00 0.86 0.82 0.00 0.00 0.65 0.66 Intersection Peak Hour.' 7:30 AM - 8:30 AM Intersection PHF. 0.80 Study Area PHV: 220 100 232�=O 0 0 60 293 0 0 281 72 PHF:0.86 0.83 0.81 0.00 0.00 0.79 0.72 0.00 0.00 0.52 0.62 Study Peak Hour: 7:45 AM - 8:45 AM Study Area PHF: 0.75 4:30 PM 4:45 PM 0 183 217 24 0 0 14 40 0 127 16 4:45 PM 5:00 PM 0 177 224 34 0 - 0 12 35 0 133 24 5:00 PM 5:15 PM 0 194 265 19 0 0 9 37 0 - 131 18 5:15 PM 5:30 PM 0 184 248 25 0 0 11 47 0 - 126 27 5:30 PM 5:45 PM 0 205 243 19 0 0 14 51 0 - 114 18 5:45 PM 6:00 PM 0 202 281 21 0 0 8 48 0 92 18 6:00 PM 6:15 PM 0 222 217 37 0 0 12 34 0 91 15 6:15 PM 6:30 PM 01 118 79 17 0 0 8 36 0 91 14 Intersection PHV., 785 1,037 84 0 0 0 42 183 0 0 463 81 PHF: 0.96 0.92 0.84 0.00 0.00 0.00 0.75 0.90 0.00 0.00 0.88 0.75 Intersection Peak Hour: 5:00 PM - 6:00 PM Intersection PHF: 0.99 Study Area PHV:=0.93 760 980 97 0 0 0 46 170 0 0 504 87 PHF: 0.92 0.71F 0.00 0.00 0.00 0.82 0.83 0.00 0.00 0.95 0.81 Study Peak Hour: 4:45 PM - 5:45 PM Study Area PHF: 0.98 Observations: Pile: C2X3HRS - 4L&12Mv PedSXLS Page 3 q f 6 Intersection Traffic Movements DeShazo Group, Inc. Location: SH 114 SBFR at Kirkwood Blvd • City/State: Southlake, Texas Data Collector(s): Camera Day/Date: Tuesday, April 7, 2015 Weather Conditions: Mild/Normal Conditions Project -ID #: 15035-03 Traffic Control: Unsiynalized Data Source: CJ Hensch Description: Minor -Street STOP Controlled Time of Northbound on Southbound on Eastbound on Westbound on Count SH 114 SBFR SH 114 SBFR Kirkwood Blvd Kirkwood Blvd Begin End U L T R U L T R U L T R U L T R 7:00 AM 7:15 AM 0 0 19 1 11 0 23 32 0 64 99 7:15 AM 7:30 AM 0 0 17 0 10 0 41 78 0 69 118 7:30 AM 7:45 AM 0 0 29 1 15 0 44 68 0 91 109 7:45 AM 8:00 AM 0 - 0 36 1 11 0 59 76 0 83 137 8:00 AM 8:15 AM 0 - 0 39 0 12 0 57 52 0 60 127 8:15 AM 8:30 AM 0 0 51 0 15 0 64 59 0 66 166 8:30 AM 8:45 AM 0 0 45 0 20 0 53 47 0 59 148 8:45 AM 9:00 AM 0 0 36 1 17 0 43 53 0 48 126 Intersection PHV: 0 0 0 171 1 58 0 233 234 268 578 0 PHF: 0.00 0.00 0.00 0.84 0.25 0.73 0.00 0.91 0.77 0.81 0.87 0.00 Intersection Peak Hour.' 7:45 AM - 8:45 AM Intersection PHF.' 0.92 Study Area PHV: 0 0 0 171 1 58 0 233 234 268 578 0 PHF: E 0.00 0.00 0.00 0.84 0.25 0.73 0.00 0.91 0.77 0.81 0.87 0.00 Study Peak Hour: 7:45 AM - 8:45 AM Study Area PHF: 0.92 4:30 PM 4:45 PM 0 0 27 4 13 0 49 132 6 80 55 4:45 PM 5:00 PM 0 0 26 1 10 0 - 46 111 11 94 80 5:00 PM 5:15 PM 0 - 0 30 1 15 0 - 67 184 12 94 83 5:15 PM 5:30 PM 0 - 0 34 0 4 0 - 54 167 13 118 67 5:30 PM 5:45 PM 0 0 25 0 14 0 47 103 15 84 63 5:45 PM 6:00 PM 0 0 36 0 10 0 41 101 18 68 79 6:00 PM 6:15 PM 0 0 21 1 5 0 41 126 9 62 89 6:15 PM 6:30 PM 0 0 1 30 0 9 0 27 93 4 1 62 87 Intersection PHV., 0 0 0 117 6 42 0 216 594 386 285 0 PHF: 0.00 0.00 0.00 0.86 0.38 0.70 0.00 0.81 0.81 0.82 0.86 0.00 Intersection Peak Hour: 4:30 PM - 5:30 PM Intersection PHF: 0.87 Study Area PHV: 0 0 0 115 2 43 0 214 565 390 293 0 PHF:F 0.00 0.00 0.00 0.85 0.50 0.72 0.00 0.80 0.77 0.83 0.88 0.00 Study Peak Hour: 4:45 PM - 5:45 PM Study Area PHF: 0.86 Observations: Pile: C2X3HRS - 4L&12Mv PedSXLS Page 4 q f 6 Intersection Traffic Movements DeShazo Group, Inc. Location: SH 114 NBFR at Kirkwood Blvd • City/State: Southlake, Texas Data Couector(s): Camera Day/Date: Tuesday, April 7, 2015 Weather Conditions: Mild/Normal Conditions Project -ID #: 15035-04 Traffic Control: Unsignalized Data Source: CJ Hensch Description: Minor -Street STOP Controlled Time of Northbound on Southbound on Eastbound on Westbound on Count SH 114 NBFR SH 114 NBFR Kirkwood Blvd Kirkwood Blvd Begin End U L T R U L T R U-F L T R U F L T R 7:00 AM 7:15 AM 0 89 18 27 0 0 13 29 0 72 4 7:15 AM 7:30 AM 0 105 11 39 0 0 26 32 0 81 2 7:30 AM 7:45 AM 0 103 27 66 0 0 26 47 0 ill 2 7:45 AM 8:00 AM 0 122 27 79 0 0 26 70 0 90 2 8:00 AM 8:15 AM 0 127 32 95 0 0 38 61 0 68 0 8:15 AM 8:30 AM 0 152 31 110 0 0 25 87 0 79 1 8:30 AM 8:45 AM 0 134 24 122 0 0 31 67 0 75 3 8:45 AM 9:00 AM 0 121 29 100 0 0 21 60 0 56 3 Intersection PHV: 535 114 406 0 0 0 120 285 0 0 312 6 PHF: 0.88 0.89 0.83 0.00 0.00 0.00 0.79 0.82 0.00 0.00 0.87 0.50 Intersection Peak Hour.' 7:45 AM - 8:45 AM Intersection PHF. 0.92 Study Area PHV: 535 114 406�=O 0 0 120 285 0 0 312 6 PHF: 0.88 0.89 0.83 0.00 0.00 0.79 0.82 0.00 0.00 0.87 0.50 Study Peak Hour: 7:45 AM - 8:45 AM Study Area PHF: 0.92 4:30 PM 4:45 PM 0 48 230 6 0 0 77 6 0 100 57 4:45 PM 5:00 PM 0 73 211 10 0 - 0 75 8 0 108 62 5:00 PM 5:15 PM 0 72 199 11 0 0 88 16 0 - 123 65 5:15 PM 5:30 PM 0 69 198 7 0 0 92 16 0 - 126 85 5:30 PM 5:45 PM 0 56 212 4 0 0 80 5 0 - 100 73 5:45 PM 6:00 PM 0 71 214 3 0 0 86 10 0 93 73 6:00 PM 6:15 PM 0 87 244 9 0 0 68 8 0 76 57 6:15 PM 6:30 PM 01 71 248 9 0 0 1 56 7 0 78 16 Intersection PHV., 268 823 25 0 0 0 346 47 0 0 442 296 PHF: 0.93 0.96 0.57 0.00 0.00 0.00 0.94 0.73 0.00 0.00 0.88 0.87 Intersection Peak Hour: 5:00 PM - 6:00 PM Intersection PHF: =5 Study Area PHV:=0.92 270 820 32 0 0 0 335 45 0 0 457 285 PHF: 0.97 0.73 0.00 0.00 0.00 0.91 0.70 0.00 0.00 0.91 0.84 Study Peak Hour: 4:45 PM - 5:45 PM Study Area PHF: 0.95 Observations: Pile: C2X3HRS - 4L&12Mv PedSXLS Page 5 q f 6 Intersection Traffic Movements DeShazo Group, Inc. Location: Kirkwood Blvd at Dove Road • City/State: Southlake, Texas Data Couector(s): Camera Day/Date: Tuesday, April 7, 2015 Weather Conditions: Mild/Normal Conditions Project -ID #: 15035-05 Traffic Control: Unsignalized Data Source: CJ Hensch Description: Minor -Street STOP Controlled Time of Northbound on Southbound on Eastbound on Westbound on Count Kirkwood Blvd Kirkwood Blvd Dove Road Dove Road Begin End U L T R U L T R U-F L T R U-F L T R 7:00 AM 7:15 AM 0 0 3 12 0 17 25 0 25 3 7:15 AM 7:30 AM 0 0 7 21 0 24 43 0 43 8 7:30 AM 7:45 AM 0 0 18 20 0 26 81 0 104 14 7:45 AM 8:00 AM 0 - 0 13 29 0 46 62 0 126 32 8:00 AM 8:15 AM 0 - 0 10 18 0 52 43 0 40 12 8:15 AM 8:30 AM 0 - 0 4 28 0 65 39 0 51 14 8:30 AM 8:45 AM 0 0 3 20 0 58 31 0 22 9 8:45 AM 9:00 AM 0 0 3 17 0 1 45 30 0 22 8 Intersection PHV: 0 0 0 45 0 95 189 225 0 0 321 72 PHF: 0.00 0.00 0.00 0.63 0.00 0.82 0.73 0.69 0.00 0.00 0.64 0.56 Intersection Peak Hour.' 7:30 AM - 8:30 AM Intersection PHF.' 0.77 Study Area PHV: 0 0 0 30 0 95 221 175 0239 67 PHF:L 0.00 0.00 0.00 0.58 0.00 0.82 00 0.85 0.71 ::0 0.00 0.47 0.52 Study Peak Hour: 7:45 AM - 8:45 AM Study Area PHF: 0.67 4:30 PM 4:45 PM 0 0 15 60 0 27 37 0 32 20 4:45 PM 5:00 PM 0 - 0 25 68 0 33 34 0 - 47 31 5:00 PM 5:15 PM 0 - 0 15 73 0 22 40 0 - 49 36 5:15 PM 5:30 PM 0 - 0 25 69 0 23 35 0 - 67 54 5:30 PM 5:45 PM 0 0 22 - 58 0 23 50 0 - 65 69 5:45 PM 6:00 PM 0 0 12 39 0 25 38 0 55 62 6:00 PM 6:15 PM 0 0 6 48 0 33 32 0 65 24 6:15 PM 6:30 PM 0 0 10 32 0 1 22 26 0 44 11 Intersection PHV., 0 0 0 87 0 268 101 159 0 0 228 190 PHF: 0.00 0.00 0.00 0.87 0.00 0.92 0.77 0.80 0.00 0.00 0.85 0.69 Intersection Peak Hour: 4:45 PM - 5:45 PM Intersection PHF: 0.9E Study Area PHV: 0 0 0 87 0 268�F- 101 159 0F 0 228 190 PHF: 0.00 0.00 0.00 0.87 0.00 0.92 0.77 0.80 0.00 0.00 0.85 0.69 Study Peak Hour: 4:45 PM - 5:45 PM Study Area PHF: 0.90 Observations: Pile: C2X3HRS - 4L&12Mv PedSXLS Page 6 of 6 Intersection Traffic Movements DeShazo Group, Inc. Location: TW King Road at Kirkwood Blvd • City/State: Southlake, Texas Data Collector(s): Camera Day/Date: Tuesday, April 7, 2015 Weather Conditions: Mild/Normal Conditions Project -ID #: 15035-06 Traffic Control: Unsignalized Data Source: CJ Hensch Description: All -Way STOP Controlled Time of Northbound on Southbound on Eastbound on Westbound on Count TW King Road TW King Road Kirkwood Blvd Kirkwood Blvd Begin End U__F L T R U L T R U I L T R U L T R 7:00 AM 7:15 AM 0 0 7 69 0 6 52 0 9 1 7:15 AM 7:30 AM 0 0 8 79 0 7 63 0 3 1 7:30 AM 7:45 AM 0 0 16 110 0 2 112 0 5 2 7:45 AM 8:00 AM 0 0 19 82 0 8 137 0 9 2 8:00 AM 8:15 AM 0 0 12 62 0 9 148 0 4 1 8:15 AM 8:30 AM 0 0 17 72 0 6 188 0 10 0 8:30 AM 8:45 AM 0 0 11 70 0 4 183 0 11 1 8:45 AM 9:00 AM 0 0 5 49 0 1 7 140 0 8 0 Intersection PHV: 0 0 0 59 0 286 27 656 0 0 34 4 PHF: 0.00 0.00 0.00 0.78 0.00 0.87 0.75 0.87 0.00 0.00 0.77 0.50 Intersection Peak Hour.' 7:45 AM - 8:45 AM Intersection PHF.' 0.91 Study Area PHV: 0 0 0 59 0 286 27 656 0 34 4 PHF: 0.00 0.00 0.00 0.78 0.00 0.87 00 0.75 0.87::0 0.00 0.77 0.50 Study Peak Hour: 7:45 AM - 8:45 AM Study Area PHF: 0.91 4:30 PM 4:45 PM 0 0 2 24 0 8 6 0 139 20 4:45 PM 5:00 PM 0 - 0 2 31 0 8 8 0 - 135 23 5:00 PM 5:15 PM 0 - 0 0 23 0 20 6 0 - 166 27 5:15 PM 5:30 PM 0 - 0 2 32 0 19 3 0 - 177 28 5:30 PM 5:45 PM 0 0 4 30 0 8 1 0 - 147 27 5:45 PM 6:00 PM 0 0 0 29 0 6 5 0 129 22 6:00 PM 6:15 PM 0 0 1 21 0 17 4 0 114 19 6:15 PM 6:30 PM 0 0 2 28 0 1 13 2 0 62 8 Intersection PHV., 0 0 0 8 0 116 55 18 0 0 625 105 PHF: 0.00 0.00 0.00 0.50 0.00 0.91 0.69 0.56 0.00 0.00 0.88 0.94 Intersection Peak Hour: 4:45 PM - 5:45 PM Intersection PHF: 0.89 Study Area PHV: 0 0 0�=8 0 116 55 18 0F 0 625 105 PHF:F 0.00 0.00 0.00 0.00 0.91 0.69 0.56 0.00 0.00 0.88 0.94 Study Peak Hour: 4:45 PM - 5:45 PM Study Area PHF: 0.89 Observations: Pile: C2X3HRS - 4L&12Mv PedSXLS Date Began: 4/7/2015 250 200 150 w 2 D J 0 100 50 0 NB Kirkwood Boulevard South of Site TIME 0:00 0:15 0:30 0:45 TOTAL TOTAL: 1078 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 TIME AM Peak Hour 221 AM Peak Hour 246 Date Began: 4/7/2015 300 250 200 100 50 0 SB Kirkwood Boulevard South of Site TIME 0:00 0:15 0:30 0:45 TOTAL TOTAL: 920 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 TIME AM Peak Hour 13 PM Peak Hour 276 APPENDIX B. Trip Generation Trip Generation Summary - Phase I Average Weekday Driveway Volumes Project: 15140 Open Date: 2/3/2016 Alternative: Phase I Analysis 2/3/2016 AM Peak Hour PM Peak Hour Average Daily Trips Adjacent Street Traffic Adjacent Street Traffic ITE Land Use Enter Exit Total Enter Exit Total Enter Exit Total 710 OFFICEGENERAL 1 2237 2237 4474 623 85 708 108 529 637 1560 Employees Unadjusted Driveway Volume 2237 2237 4474 623 85 708 108 529 637 Unadjusted Pass -By Trips 0 0 0 0 0 0 0 0 0 Internal Capture Trips 0 0 0 0 0 0 0 0 0 Adjusted Driveway Volume 2237 2237 4474 623 85 708 108 529 637 Adjusted Pass -By Trips 0 0 0 0 0 0 0 0 0 Adjusted Volume Added to Adjacent Streets 2237 2237 4474 623 85 708 108 529 637 Total AM Peak Hour Internal Capture = 0 Percent Total PM Peak Hour Internal Capture = 0 Percent Source: Institute of Transportation Engineers, Trip Generation Manual 9th Edition, 2012 TRIP GENERATION 2013, TRAFFICWARE, LLC 1 Trip Generation Summary - Phase II Average Weekday Driveway Volumes Project: 15140 Alternative: Phase II Open Date: 2/3/2016 Analysis 2/3/2016 AM Peak Hour PM Peak Hour Average Daily Trips Adjacent Street Traffic Adjacent Street Traffic ITE Land Use Enter Exit Total Enter Exit Total Enter Exit Total 310 HOTEL 1 932 932 1864 78 55 133 77 73 150 250 Rooms 710 OFFICEGENERAL 1 2968 2967 5935 832 114 946 148 720 868 2184 Employees Unadjusted Driveway Volume 3900 3899 7799 910 169 1079 225 793 1018 Unadjusted Pass -By Trips 0 0 0 0 0 0 0 0 0 Internal Capture Trips 0 0 0 25 25 50 0 0 0 Adjusted Driveway Volume 3900 3899 7799 885 144 1029 225 793 1018 Adjusted Pass -By Trips 0 0 0 0 0 0 0 0 0 Adjusted Volume Added to Adjacent Streets 3900 3899 7799 885 144 1029 225 793 1018 Total AM Peak Hour Internal Capture = 5 Percent Total PM Peak Hour Internal Capture = 0 Percent Source: Institute of Transportation Engineers, Trip Generation Manual 9th Edition, 2012 TRIP GENERATION 2013, TRAFFICWARE, LLC 1 Trip Generation Summary - Phase II Average Weekday Driveway Volumes Project: 15140 Open Date: 2/3/2016 Alternative: Phase III Analysis 2/3/2016 AM Peak Hour PM Peak Hour Average Daily Trips Adjacent Street Traffic Adjacent Street Traffic ITE Land Use Enter Exit Total Enter Exit Total Enter Exit Total 710 OFFICEGENERAL 1 4338 4338 8676 1228 168 1396 226 1104 1330 3432 Employees Unadjusted Driveway Volume 4338 4338 8676 1228 168 1396 226 1104 1330 Unadjusted Pass -By Trips 0 0 0 0 0 0 0 0 0 Internal Capture Trips 0 0 0 0 0 0 0 0 0 Adjusted Driveway Volume 4338 4338 8676 1228 168 1396 226 1104 1330 Adjusted Pass -By Trips 0 0 0 0 0 0 0 0 0 Adjusted Volume Added to Adjacent Streets 4338 4338 8676 1228 168 1396 226 1104 1330 Total AM Peak Hour Internal Capture = 0 Percent Total PM Peak Hour Internal Capture = 0 Percent Source: Institute of Transportation Engineers, Trip Generation Manual 9th Edition, 2012 TRIP GENERATION 2013, TRAFFICWARE, LLC 1 APPENDIX C. Synchro Analysis Reports 16: Dove Rd & SH-114 SIB Off -Ramp Existing TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM -,,, , -,* F 4- T l Lane Group EBL EST EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations tT+ +Tt ) r{ Traffic Volume (vph) 0 287 658 72 420 0 0 0 0 73 113 52 Future Volume (vph) 0 287 658 72 420 0 0 0 0 73 113 52 Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Adj. Flow (vph) 0 346 793 87 506 0 0 0 0 88 136 63 Shared Lane Traffic (°!°) 10% Lane Group Flow (vph) 0 1139 0 0 593 0 0 0 0 79 208 0 Turn Type NA pm+pt NA Perm NA Protected Phases 2 1 21 4 Permitted Phases 21 4 Detector Phase 2 1 21 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 9.5 22.5 22.5 Total Split (s) 30.0 15.0 25.0 25.0 Total Split (%) 42.9% 21.4 % 35.7 % 35.7% Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 Lead/Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max None None None Act Effct Green (s) 39.7 47.4 9.1 9.1 Actuated g/C Ratio 0.57 0.68 0.13 0.13 v/c Ratio 0.54 0.33 0.38 0.44 Control Delay 5.0 1.7 32.2 21.7 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 5.0 1.7 32.2 21.7 LOS A A C C Approach Delay 5.0 1.7 24.6 Approach LOS A A C Queue Length 50th (ft) 46 2 35 31 Queue Length 95th (ft) 86 13 65 52 Internal Link Dist (ft) 224 394 1722 1376 Turn Bay Length (ft) 240 Base Capacity (vph) 2091 1942 471 990 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.54 0.31 0.17 0.21 Intersection Summary Cycle Length: 70 Actuated Cycle Length: 70 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 60 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.54 2/7/2016 Synchro 9 Report MS Page 1 16: Dove Rd & SH-114 SB Off -Ramp Existing TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Group o6 08 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 5 6 8 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 15.0 30.0 25.0 Total Split (%) 21 % 43 % 36% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Min Max Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 2/7/2016 Synchro 9 Report MS Page 2 16: Dove Rd & SH-114 SB Off -Ramp Existing TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Signal Delay: 6.8 Intersection LOS: A Intersection Capacity Utilization 58.7 % ICU Level of Service B Analysis Period (min)15 19: SH-114 NB Frontage Rd & Dove Rd Existing TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Group- EBL EST EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +Tt 0 ►j q + Traffic Volume (vph) 60 293 0 0 281 72 220 100 232 0 0 0 Future Volume (vph) 60 293 0 0 281 72 220 100 232 0 0 0 Peak Hour Factor 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 Adj. Flow (vph) 75 366 0 0 351 90 275 125 290 0 0 0 Shared Lane Traffic (%) 13% Lane Group Flow (vph) 0 441 0 0 441 0 239 451 0 0 0 0 Turn Type pm+pt NA NA Perm NA Protected Phases 5 65 6 8 Permitted Phases 65 8 Detector Phase 5 65 6 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 22.5 Total Split (s) 15.0 30.0 25.0 25.0 Total Split (%) 21.4% 42.9°% 35.7% 35.7% JIM Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 Lead/Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes - Recall Mode None C-Min Max Max Act Effct Green (s) 33.3 16.6 23.2 23.2 Actuated g/C Ratio 0.48 0.24 0.33 0.33 v/c Ratio 0.28 0.52 0.45 0.37 Control Delay 8.2 21.8 22.2 7.6 Queue Delay 0.0 0.0 0.0 0.0 - Total Delay 8.2 21.8 22.2 7.6 LOS A C C A - Approach Delay 8.2 21.8 12.6 Approach LOS A C B Queue Length 50th (ft) 52 77 86 26 Queue Length 95th (ft) 49 86 139 48 Internal Link Dist (ft) 394 990 1769 1583 Turn Bay Length (ft) Base Capacity (vph) 1728 1281 534 1206 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.26 0.34 0.45 0.37 Intersection Summary Cycle Length: 70 Actuated Cycle Length: 70 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 60 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.54 2/7/2016 Synchro 9 Report 2/7/2016 Synchro 9 Report MS Page 3 MS Page 4 19: SH-114 NB Frontage Rd & Dove Rd Existing TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Group of o2 o4 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases 1 2 4 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 15.0 30.0 25.0 Total Split (%) 21 % 43% 36% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Max None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 2/7/2016 Synchro 9 Report MS Page 5 19: SH-114 NB Frontage Rd & Dove Rd Existing TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Signal Delay: 14.0 Intersection LOS: B Intersection Capacity Utilization 42.2 % ICU Level of Service A Analysis Period (min)15 Splits and Phases: 19: SH-114 NB Frontage Rd & Dove Rd #16 #16 #16 711 30 s lS s #19 19 F 19 Aq5 'Ipa �556 `Rl 2/7/2016 MS Synchro 9 Report Page 6 2: Kirkwood Blvd & T W King Rd Existing 6: Solana Blvd/Kirkwood Blvd & SH-114 SB Off -Ramp Existing TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Intersection Intersection Delay, slveh 13.1 Intersection Delay, s/veh 14 Intersection LOS B Intersection LOS B Movement EBU EBL EBT WBU WBT WBR SBU SBL SBR Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Traffic Vol, veh/h 0 27 656 0 34 4 0 59 286 Traffic Vol, veh/h 0 0 233 234 0 268 578 0 0 0 0 0 Future Vol, veh/h 0 27 656 0 34 4 0 59 286 Future Vol, veh/h 0 0 233 234 0 268 578 0 0 0 0 0 Peak Hour Factor 0.92 0.91 0.91 0.92 0.91 0.91 0.92 0.91 0.91 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 30 721 0 37 4 0 65 314 Mvmt Flow 0 0 253 254 0 291 628 0 0 0 0 0 Number of Lanes 0 1 2 0 2 0 0 1 1 Number of Lanes 0 0 2 1 0 1 2 0 0 0 0 0 Approach WB SB Approach Opposing Approach WB EB Opposing Approach WB EB Opposing Lanes 2 3 0 Opposing Lanes 3 3 Conflicting Approach Left SB WB Conflicting Approach Left SB Conflicting Lanes Left 2 0 2 Conflicting Lanes Left 3 0 Conflicting Approach Right SB EB Conflicting Approach Right SB Conflicting Lanes Right 0 2 3 Conflicting Lanes Right 0 3 HCM Control Delay 13.1 10.2 13.4 HCM Control Delay 11.4 16 HCM LOS B B B HCM LOS B C Lane EBLnl EBLn2 EBLn3 WBLnl WBLn2 SBLnl SBLn2 EBLn1 EBLn2 EBLn3 WBLnl W3Ln2 WBLn3 SBLnl SBLn2 SBLn3 Vol Left, % 100% 0% 0% 0% 0% 100% 0% Vol Left, % 0% 0% 0% 100% 0% 0% 100% 99% 0% Vol Thru, % 0% 100% 100% 100% 74% 0% 0% Vol Thru, % 100% 100% 0% 0% 100% 100% 0% 1% 1% Vol Right, % 0% 0% 0% 0% 26% 0% 100% Vol Right, % 0% 0% 100% 0% 0% 0% 0% 0% 99% Sign Control Stop Stop Stop Stop Stop Stop Stop Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 27 328 328 23 15 59 286 Traffic Vol by Lane 117 117 234 268 289 289 86 86 59 LT Vol 27 0 0 0 0 59 0 LT Vol 0 0 0 268 0 0 86 85 0 Through Vol 0 328 328 23 11 0 0 Through Vol 117 117 0 0 289 289 0 1 1 RT Vol 0 0 0 0 4 0 286 FIT Vol 0 0 234 0 0 0 0 0 58 Lane Flow Rate 30 360 360 25 17 65 314 Lane Flow Rate 127 127 254 291 314 314 93 93 64 Geometry Grp 8 8 8 8 8 8 8 Geometry Grp 8 8 8 8 8 8 7 7 7 Degree ofUtil(X) 0.053 0.59 0.414 0.05 0.033 0.125 0.499 Degree ofUtil(X) 0.257 0.257 0.343 0.575 0.576 0,423 0.204 0.205 0.118 Departure Headway (Hd) 6.397 5.891 4.139 7.155 6.969 6.915 5.714 Departure Headway (Hd) 7.32 7.32 4.852 7.102 6.596 4.842 7.907 7.904 6.705 Convergence, YIN Yes Yes Yes Yes Yes Yes Yes Convergence, YIN Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 560 613 869 500 513 519 632 Cap 488 488 730 507 543 738 452 451 531 Service Time 4.132 3.626 1.873 4.911 4.724 4.649 3.448 Service Time 5.118 5.118 2.649 4.878 4.372 2.617 5.694 5.691 4.491 HCM Lane VIC Ratio 0.054 0.587 0.414 0.05 0.033 0.125 0.497 HCM Lane VIC Ratio 0.26 0.26 0.348 0.574 0.578 0.425 0.206 0.206 0.121 HCM Control Delay 9.5 16.8 9.8 10.3 10 10.6 14 HCM Control Delay 12.7 12.7 10.2 19.1 18 11.2 12.7 12.7 10.4 i HCM Lane LOS A C A B A B B HCM Lane LOS B B B C C B B B B HCM 95th-tile Q 0.2 3.8 2.1 0.2 0.1 0.4 2.8 HCM 95th-tile Q 1 1 1.5 3.6 3.6 2.1 0.8 0.8 0.4 2/7/2016 Synchro 9 Report 2/7/2016 Synchro 9 Report MS Page 1 MS Page 2 6: Solana Blvd/Kirkwood Blvd & SH-114 SIB Off -Ramp Existing TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM 8: SH-114 NB Off -Ramp & Kirkwood Blvd Existing TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Intersection Intersection Delay, slveh Intersection Delay, s/veh 27.3 Intersection LOS Intersection LOS D Movement SBU SBL SBT SBR Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Traffic Vol, veh/h 0 171 1 58 Traffic Vol, veh/h 0 120 285 0 0 0 312 6 0 535 114 406 Future Vol, veh/h 0 171 1 58 Future Vol, veh/h 0 120 285 0 0 0 312 6 0 535 114 406 Peak Hour Factor 0.92 0.92 0.92 0.92 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 2 2 2 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 186 1 63 Mvmt Flow 0 130 310 0 0 0 339 7 0 582 124 441 Number of Lanes 0 1 2 0 Number of Lanes 0 1 2 0 0 0 2 1 0 1 2 0 Approach Approach 18' N$ Opposing Approach Opposing Approach WB EB Opposing Lanes 0 Opposing Lanes 3 3 0 Conflicting Approach Left WB Conflicting Approach Left NB EB Conflicting Lanes Left 3 Conflicting Lanes Left 0 3 3 Conflicting Approach Right EB Conflicting Approach Right NB WB Conflicting Lanes Right 3 Conflicting Lanes Right 3 0 3 HCM Control Delay 12.1 HCM Control Delay 15.4 18.1 34.6 HCM LOS B HCM LOS C C D Lane' NBLn1 NBLn2 NBLn3 EBLnl EBLn2 EBLn3 WBLnl WBLn2 WBLn3 Vol Left,% 100% 75% 0% 100% 0% 0% 0% 0% 0% Vol Thru, % 0% 25% 12% 0% 100% 100% 100% 100% 0% Vol Right, % 0% 0% 88% 0% 0% 0% 0% 0% 100% Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 364 228 463 120 143 143 156 156 6 LT Vol 364 171 0 120 0 0 0 0 0 Through Vol 0 57 57 0 143 143 156 156 0 FIT Vol 0 0 406 0 0 0 0 0 6 Lane Flow Rate 395 248 503 130 155 155 170 170 7 Geometry Grp 7 7 7 8 8 8 8 8 8 Degree ofUtil(X) 0.824 0.509 0.893 0.336 0.377 0.301 0.424 0.424 0.012 Departure Headway (Hd) 7.506 7.381 6.387 9.285 8.771 6.988 9.002 9.002 6.498 Convergence, YIN Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 482 489 569 387 410 513 400 400 548 Service Time 5.246 5.12 4.126 7.05 6.536 4.753 6.772 6.772 4.268 HCM Lane V/C Ratio 0.82 0.507 0.884 0.336 0.378 0.302 0.425 0.425 0.013 HCM Control Delay 36.7 17.6 41.3 16.7 16.8 12.8 18.3 18.3 9.3 HCM Lane LOS E C E C C B C C A HCM 95th-tile Q 8 2.8 10.5 1.5 1.7 1.3 2.1 2.1 0 2/7/2016 Synchro 9 Report 2/7/2016 Synchro 9 Report MS Page 3 MS Page 4 8: SH-114 NB Off -Ramp & Kirkwood Blvd Existing TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Traffic Vol, veh/h 0 0 0 0 Future Vol, veh/h 0 0 0 0 Peak Hour Factor 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 2 2 2 Mvmt Flow 0 0 0 0 Number of Lanes 0 0 0 0 Approach — —19 Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane' 2/7/2016 Synchro 9 Report MS Page 5 22: Dove Rd & Kirkwood Blvd Existing TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Int Delay, s/veh 4.8 Movement -1 EBL EBT WBT WBR SBL SBR Traffic Vol, veh/h 221 175 239 67 30 95 Future Vol, veh/h 221 175 239 67 30 95 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length 100 - 0 0 Veh in Median Storage, # - 0 0 - 1 - Grade, % - 0 0 - 0 - Peak Hour Factor 77 77 77 77 77 77 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 287 227 310 87 39 123 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 397 0 0 1042 199 Stage 1 - - 354 - Stage 2 - 688 - Critical Hdwy 4.14 6.84 6.94 Critical Hdwy Stg 1 - 5.84 - Critical Hdwy Stg 2 5.84 - Follow-up Hdwy 2.22 3.52 3.32 Pot Cap-1 Maneuver 1158 225 809 Stage 1 - 681 - Stage 2 460 - Platoon blocked, Mov Cap-1 Maneuver 1158 169 809 Mov Cap-2 Maneuver 169 Stage 1 681 Stage 2 346 Approach EB WB HCM Control Delay, s 5.1 0 15.6 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLnl SBLn2 Capacity (veh/h) 1158 169 809 HCM Lane VIC Ratio 0.248 0.231 0.153 HCM Control Delay (s) 9.1 32.6 10.2 HCM Lane LOS A D B HCM 95th %tile Q(veh) 1 0.9 0.5 2/7/2016 Synchro 9 Report MS Page 1 16: SH-114 SB Frontage Rd/SH-114 SB Off -Ramp & Dove Rd Existing TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM -,,, , -,* F 4- T l Lane Group = EBL EST EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations tT+ +Tt ►j +T + Traffic Volume (vph) 0 137 254 268 1012 0 0 0 0 77 124 108 Future Volume (vph) 0 137 254 268 1012 0 0 0 0 77 124 108 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 0 143 265 279 1054 0 0 0 0 80 129 113 Shared Lane Traffic (°!°) 10% Lane Group Flow (vph) 0 408 0 0 1333 0 0 0 0 72 250 0 Turn Type NA pm+pt NA Perm NA Protected Phases 2 1 12 4 Permitted Phases 12 4 Detector Phase 2 1 12 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 9.5 22.5 22.5 Total Split (s) 25.0 15.0 40.0 40.0 Total Split (%) 31.3% 18.8 % 50.0 % 50.0% Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 Lead/Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max None None None Act Effct Green (s) 44.9 55.4 11.1 11.1 Actuated g/C Ratio 0.56 0.69 0.14 0.14 v/c Ratio 0.21 0.68 0.32 0.54 Control Delay 3.7 4.5 34.0 31.4 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 3.7 4.5 34.0 31.4 LOS A A C C Approach Delay 3.7 4.5 32.0 Approach LOS A A C Queue Length 50th (ft) 15 6 36 56 Queue Length 95th (ft) 41 156 73 87 Internal Link Dist (ft) 224 394 1722 1376 Turn Bay Length (ft) 240 Base Capacity (vph) 1911 1956 714 1418 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.21 0.68 0.10 0.18 Intersection Summary Cycle Length: 80 Actuated Cycle Length: 80 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 65 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.75 2/7/2016 Synchro 9 Report Ms Page 1 16: SH-114 SB Frontage Rd/SH-114 SB Off -Ramp & Dove Rd Existing TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Grouper 06 e8 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 5 6 8 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 10.0 30.0 40.0 Total Split (%) 13% 38% 50% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode None C-Min Max Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 2/7/2016 Synchro 9 Report MS Page 2 16: SH-114 SIB Frontage Rd/SH-114 SIB Off -Ramp & Dove Rd Existing TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Signal Delay: 8.6 Intersection LOS: A Intersection Capacity Utilization 65.1 % ICU Level of Service C Analysis Period (min)15 Splits and Phases: 16: SH-114 SIB Frontage Rd/SH-114 SB Off -Ramp & Dove Rd #1I6 m 16 + 1-1 -a2 #16 Y' 41 9os Ess 15s -19 F 19 =19 Up6 `R'� A3 �Ios 05 30 s 40 s I 11 19: SH-114 NB Frontage Rd/SH-114 NB On -Ramp & Dove Rd Existing TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Group- EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +Tt 0 ) 4T+ Traffic Volume (vph) 46 170 0 0 504 87 760 980 97 0 0 0 Future Volume (vph) 46 170 0 0 504 87 760 980 97 0 0 0 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Adj. Flow (vph) 46 172 0 0 509 88 768 990 98 0 0 0 Shared Lane Traffic (%) 21 % Lane Group Flow (vph) 0 218 0 0 597 0 607 1249 0 0 0 0 Turn Type pm+pt NA NA Perm NA Protected Phases 5 56 6 8 Permitted Phases 56 8 Detector Phase 5 56 6 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 22.5 Total Split (s) 10.0 30.0 40.0 40.0 Total Split (%) 12.5 % 37.5 % 50.0% 50.0% Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Recall Mode None C-Min Max Max Act Effct Green (s) 26.1 20.6 40.4 40.4 Actuated g/C Ratio 0.33 0.26 0.50 0.50 v/c Ratio 0.23 0.66 0.75 0.74 Control Delay 15.2 28.5 24.6 20.0 Queue Delay 0.0 0.0 0.0 0.0 - Total Delay 15.2 28.5 24.6 20.0 LOS B C C B Approach Delay 15.2 28.5 21.5 Approach LOS B C C - Queue Length 50th (ft) 28 133 252 256 Queue Length 95th (ft) 49 172 #503 385 Internal Link Dist (ft) 394 990 1769 1583 Turn Bay Length (ft) a Base Capacity (vph) 1113 1120 813 1688 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.20 0.53 0.75 0.74 Intersection Summary Cycle Length: 80 Actuated Cycle Length: 80 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 65 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.75 2/7/2016 Synchro 9 Report 2/7/2016 Synchro 9 Report MS Page 3 MS Page 4 19: SH-114 NB Frontage Rd/SH-114 NB On -Ramp & Dove Rd Existing TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Group 01 o2 e4 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases 1 2 4 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 15.0 25.0 40.0 Total Split (%) 19% 31 % 50 % Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Max None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 19: SH-114 NB Frontage Rd/SH-114 NB On -Ramp & Dove Rd Existing TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Signal Delay: 22.5 Intersection LOS: C Intersection Capacity Utilization 68.8 % ICU Level of Service C Analysis Period (min)15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 19: SH-114 NB Frontage Rd/SH-114 NB On -Ramp & Dove Rd =16 ik16 =1166 l 042 Y 41 40s 25s 19 79 m 19 F aM 1 2/7/2016 Synchro 9 Report 2/7/2016 Synchro 9 Report MS Page 5 MS Page 6 2: Kirkwood Blvd & T W King Rd Existing 6: SH-114 SB Frontage Rd/SH-114 SB Off -Ramp & Solana Blvd/Kirkwood Blvd Existing TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Intersection Intersection Delay, slveh 14.6 Intersection Delay, s/veh 27.1 Intersection LOS B Intersection LOS D Movement EBU EBL EBT WBU WBT WBR SBU SBL SBR Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Traffic Vol, veh/h 0 55 18 0 625 105 0 8 116 Traffic Vol, veh/h 0 0 214 565 0 390 293 0 0 0 0 0 Future Vol, veh/h 0 55 18 0 625 105 0 8 116 Future Vol, veh/h 0 0 214 565 0 390 293 0 0 0 0 0 Peak Hour Factor 0.92 0.89 0.89 0.92 0.89 0.89 0.92 0.89 0.89 Peak Hour Factor 0.92 0.87 0.87 0.87 0.92 0.87 0.87 0.87 0.92 0.87 0.87 0.87 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 62 20 0 702 118 0 9 130 Mvmt Flow 0 0 246 649 0 448 337 0 0 0 0 0 Number of Lanes 0 1 2 0 2 0 0 1 1 Number of Lanes 0 0 2 1 0 1 2 0 0 0 0 0 Approach WB lllll�- SB Approach EIS Opposing Approach WB EB Opposing Approach WB EB Opposing Lanes 2 3 0 Opposing Lanes 3 3 Conflicting Approach Left SB WB Conflicting Approach Left SB Conflicting Lanes Left 2 0 2 Conflicting Lanes Left 3 0 Conflicting Approach Right SB EB Conflicting Approach Right SB Conflicting Lanes Right 0 2 3 Conflicting Lanes Right 0 3 HCM Control Delay 10.2 15.7 10.4 HCM Control Delay 23.7 34.4 HCM LOS B C B HCM LOS C D Lane EBLnl EBLn2 EBLn3 WBLnl WBLn2 SBLnl SBLn2 EBLn1 EBLn2 EBLn3 WBLnl W3Ln2 W13Ln3 SBLnt SBLn2 SBLn3 Vol Left, % 100% 0% 0% 0% 0% 100% 0% Vol Left, % 0% 0% 0% 100% 0% 0% 100% 98% 0% Vol Thru, % 0% 100% 100% 100% 66% 0% 0% Vol Thru, % 100% 100% 0% 0% 100% 100% 0% 2% 2% Vol Right, % 0% 0% 0% 0% 34% 0% 100% Vol Right, % 0% 0% 100% 0% 0% 0% 0% 0% 98% Sign Control Stop Stop Stop Stop Stop Stop Stop Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 55 9 9 417 313 8 116 Traffic Vol by Lane 107 107 565 390 147 147 58 59 44 LT Vol 55 0 0 0 0 8 0 LT Vol 0 0 0 390 0 0 58 58 0 Through Vol 0 9 9 417 208 0 0 Through Vol 107 107 0 0 147 147 0 1 1 RT Vol 0 0 0 0 105 0 116 FIT Vol 0 0 565 0 0 0 0 0 43 Lane Flow Rate 62 10 10 468 352 9 130 Lane Flow Rate 123 123 649 448 168 168 66 67 51 Geometry Grp 8 8 8 8 8 8 8 Geometry Grp 8 8 8 8 8 8 7 7 7 Degree ofUtil(X) 0.121 0.018 0.013 0.675 0.484 0,018 0.218 Degree ofUtil(X) 0.245 0.245 0.851 0.924 0.323 0.242 0.155 0.157 0.102 Departure Headway (Hd) 7.064 6.558 4.805 5.189 4.954 7.213 6.01 Departure Headway (Hd) 7.18 7.18 4.717 7.551 7.045 5.29 8.434 8.425 7.231 Convergence, YIN Yes Yes Yes Yes Yes Yes Yes Convergence, YIN Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 510 548 748 688 718 499 601 Cap 503 503 773 484 514 684 427 427 497 Service Time 4.773 4.267 2.513 2.976 2.74 4.916 3.713 Service Time 4.891 4.891 2.427 5.251 4.745 2.99 6.158 6.149 4.954 HCM Lane VIC Ratio 0.122 0.018 0.013 0.68 0.49 0.018 0.216 HCM Lane VIC Ratio 0.245 0.245 0.84 0.926 0.327 0.246 0.155 0.157 0.103 HCM Control Delay 10.7 9.4 7.6 18.2 12.4 10 10.4 HCM Control Delay 12.2 12.2 28.1 51.7 13.1 9.7 12.7 12.7 10.8 HCM Lane LOS B A A C B A B HCM Lane LOS B B D F B A B B B HCM 95th-tile Q 0.4 0.1 0 5.2 2.7 0.1 0.8 HCM 95th-tile Q 1 1 10 10.8 1.4 0.9 0.5 0.6 0.3 2/7/2016 Synchro 9 Report 2/7/2016 Synchro 9 Report MS Page 1 MS Page 2 6: SH-114 SB Frontage Rd/SH-114 SB Off -Ramp & Solana Blvd/Kirkwood Blvd Existing 8: SH-114 NB Off-Ramp/SH-114 NB Frontage Rd & Kirkwood Blvd Existing TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Intersection IF Intersection Delay, slveh Intersection Delay, s/veh 51 Intersection LOS Intersection LOS F Movement SBU SBL SBT SBR Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Traffic Vol, veh/h 0 115 2 43 Traffic Vol, veh/h 0 335 45 0 0 0 457 285 0 270 820 32 Future Vol, veh/h 0 115 2 43 Future Vol, veh/h 0 335 45 0 0 0 457 285 0 270 820 32 Peak Hour Factor 0.92 0.87 0.87 0.87 Peak Hour Factor 0.92 0.95 0.95 0.95 0.92 0.95 0.95 0.95 0.92 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 132 2 49 Mvmt Flow 0 353 47 0 0 0 481 300 0 284 863 34 Number of Lanes 0 1 2 0 Number of Lanes 0 1 2 0 0 0 2 1 0 1 2 0 Approach Approach tB _ =3 Opposing Approach Opposing Approach WB EB Opposing Lanes 0 Opposing Lanes 3 3 0 Conflicting Approach Left WB Conflicting Approach Left NB EB Conflicting Lanes Left 3 Conflicting Lanes Left 0 3 3 Conflicting Approach Right EB Conflicting Approach Right NB WB Conflicting Lanes Right 3 Conflicting Lanes Right 3 0 3 HCM Control Delay 12.2 HCM Control Delay 76.4 24 60.3 HCM LOS B HCM LOS F C F NBLn1 NBLn2 NBLn3 EBLnl EBLn2 EBLn3 WBLnl WBLn2 WBLn3 Vol Left,% 100% 6% 0% 100% 0% 0% 0% 0% 0% Vol Thru, % 0% 94% 93% 0% 100% 100% 100% 100% 0% Vol Right, % 0% 0% 7% 0% 0% 0% 0% 0% 100% Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 243 437 442 335 23 23 229 229 285 LT Vol 243 27 0 335 0 0 0 0 0 Through Vol 0 410 410 0 23 23 229 229 0 FIT Vol 0 0 32 0 0 0 0 0 285 Lane Flow Rate 256 460 465 353 24 24 241 241 300 Geometry Grp 7 7 7 8 8 8 8 8 8 Degree ofUtil(X) 0.597 1 1 1 0.07 0.059 0.627 0.627 0.588 Departure Headway (Hd) 8.407 7.93 7.848 11.175 10.677 8.95 9.387 9.387 7.051 Convergence, YIN Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 430 455 461 328 337 401 382 382 513 Service Time 6.175 5.71 5.629 8.898 8.401 6.674 7.187 7.187 4.761 HCM Lane VIC Ratio 0.595 1.011 1.009 1.076 0.071 0.06 0.631 0.631 0.585 HCM Control Delay 23 70.7 70.4 84.9 14.2 12.2 26.9 26.9 19.3 HCM Lane LOS C F F F B B D D C HCM 95th-tile Q 3.8 13 13 11 0.2 0.2 4.1 4.1 3.7 2/7/2016 Synchro 9 Report 2/7/2016 Synchro 9 Report MS Page 3 MS Page 4 8: SH-114 NB Off-Ramp/SH-114 NB Frontage Rd & Kirkwood Blvd Existing TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Traffic Vol, veh/h 0 0 0 0 Future Vol, veh/h 0 0 0 0 Peak Hour Factor 0.92 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 Mvmt Flow 0 0 0 0 Number of Lanes 0 0 0 0 Approach — _ Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane' 2/7/2016 Synchro 9 Report MS Page 5 22: Dove Rd & Kirkwood Blvd Existing TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Int Delay, s/veh 5.7 Movement -1 EBL EBT WBT WBR SBL SBR Traffic Vol, veh/h 101 159 228 190 87 268 Future Vol, veh/h 101 159 228 190 87 268 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length 100 - 0 0 Veh in Median Storage, # - 0 0 - 1 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 112 177 253 211 97 298 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 464 0 0 672 232 Stage 1 - - 359 - Stage 2 - 313 - Critical Hdwy 4.14 6.84 6.94 Critical Hdwy Stg 1 - 5.84 - Critical Hdwy Stg 2 - 5.84 - Follow-up Hdwy 2.22 3.52 3.32 Pot Cap-1 Maneuver 1094 389 770 Stage 1 - 677 - Stage 2 - 715 - Platoon blocked, Mov Cap-1 Maneuver 1094 349 770 Mov Cap-2 Maneuver 349 Stage 1 677 Stage 2 642 Approach EB WB HCM Control Delay, s 3.4 0 14.2 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLnl SBLn2 Capacity (veh/h) 1094 349 770 HCM Lane VIC Ratio 0.103 0.277 0.387 HCM Control Delay (s) 8.7 19.2 12.6 HCM Lane LOS A C B HCM 95th %tile Q(veh) 0.3 1.1 1.8 2/7/2016 Synchro 9 Report MS Page 1 16: Dove Rd & SH-114 SIB Off -Ramp 2017 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Group EBL EST EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations tT+ +Tt ) r{ Traffic Volume (vph) 0 296 678 74 433 0 0 0 0 75 116 54 Future Volume (vph) 0 296 678 74 433 0 0 0 0 75 116 54 Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Adj. Flow (vph) 0 357 817 89 522 0 0 0 0 90 140 65 Shared Lane Traffic (°!°) 10% Lane Group Flow (vph) 0 1174 0 0 611 0 0 0 0 81 214 0 Turn Type NA pm+pt NA Perm NA Protected Phases 2 1 21 4 Permitted Phases 21 4 Detector Phase 2 1 21 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 9.5 22.5 22.5 Total Split (s) 30.0 15.0 25.0 25.0 Total Split (%) 42.9% 21.4 % 35.7 % 35.7% Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 Lead/Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max None None None Act Effct Green (s) 39.5 47.3 9.2 9.2 Actuated g/C Ratio 0.56 0.68 0.13 0.13 v/c Ratio 0.56 0.34 0.39 0.45 Control Delay 5.5 1.8 32.2 21.7 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 5.5 1.8 32.2 21.7 LOS A A C c Approach Delay 5.5 1.8 24.6 Approach LOS A A C Queue Length 50th (ft) 52 2 36 32 Queue Length 95th (ft) 97 14 65 53 Internal Link Dist (ft) 224 394 1722 1376 Turn Bay Length (ft) 240 Base Capacity (vph) 2082 1911 471 991 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.56 0.32 0.17 0.22 Intersection Summary Cycle Length: 70 Actuated Cycle Length: 70 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 60 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.56 2/7/2016 Synchro 9 Report MS Page 1 16: Dove Rd & SH-114 SB Off -Ramp 2017 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Group o6 08 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 5 6 8 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 15.0 30.0 25.0 Total Split (%) 21 % 43 % 36% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Min Max Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 2/7/2016 Synchro 9 Report MS Page 2 16: Dove Rd & SH-114 SIB Off -Ramp 2017 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Signal Delay: 7.1 Intersection LOS: A Intersection Capacity Utilization 60.2 % ICU Level of Service B Analysis Period (min)15 19: SH-114 NB Frontage Rd & Dove Rd 2017 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM -,*,-,* r- 4- T/,. ti 1 -' Lane Group- EBL EST EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +Tt 0 ►j q + Traffic Volume (vph) 62 302 0 0 289 74 227 103 239 0 0 0 Future Volume (vph) 62 302 0 0 289 74 227 103 239 0 0 0 Peak Hour Factor 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 Adj. Flow (vph) 78 378 0 0 361 93 284 129 299 0 0 0 Shared Lane Traffic (%) 13% Lane Group Flow (vph) 0 456 0 0 454 0 247 465 0 0 0 0 Turn Type pm+pt NA NA Perm NA Protected Phases 5 65 6 8 Permitted Phases 65 8 Detector Phase 5 65 6 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 22.5 Total Split (s) 15.0 30.0 25.0 25.0 Total Split (%) 21.4% 42.9% 35.7% 35.7% JIM Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 Lead/Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes - Recall Mode None C-Min Max Max Act Effct Green (s) 33.3 17.0 23.2 23.2 Actuated g/C Ratio 0.48 0.24 0.33 0.33 v/c Ratio 0.29 0.52 0.46 0.38 - Control Delay 8.1 21.6 22.5 7.6 Queue Delay 0.0 0.0 0.0 0.0 - Total Delay 8.1 21.6 22.5 7.6 LOS A C C A - Approach Delay 8.1 21.6 12.8 Approach LOS A C B Queue Length 50th (ft) 52 78 90 26 Queue Length 95th (ft) 49 88 143 49 Internal Link Dist (ft) 394 990 1769 1583 Turn Bay Length (ft) a Base Capacity (vph) 1716 1282 533 1210 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.27 0.35 0.46 0.38 Intersection Summary Cycle Length: 70 Actuated Cycle Length: 70 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 60 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.56 2/7/2016 Synchro 9 Report 2/7/2016 Synchro 9 Report MS Page 3 MS Page 4 19: SH-114 NB Frontage Rd & Dove Rd 2017 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Group of o2 o4 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases 1 2 4 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 15.0 30.0 25.0 Total Split (%) 21 % 43% 36% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Max None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 2/7/2016 Synchro 9 Report MS Page 5 19: SH-114 NB Frontage Rd & Dove Rd 2017 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Signal Delay: 13.9 Intersection LOS: B Intersection Capacity Utilization 43.2 % ICU Level of Service A Analysis Period (min)15 Splits and Phases: 19: SH-114 NB Frontage Rd & Dove Rd #16 #16 #16 711 30 s lS s #19 19 F 19 Aq5 'Ipa �556 `Rl 2/7/2016 MS Synchro 9 Report Page 6 6: Solana Blvd/Kirkwood Blvd & SH-114 SB Off -Ramp 2017 Background(Signalized) TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Grouf------'TBL EST EBR WBL WBT WBR NBL NBT NBR SBL SBR Lane Configurations tt r ) tt ) +T + Traffic Volume (vph) 0 240 241 276 595 0 0 0 0 176 1 60 Future Volume (vph) 0 240 241 276 595 0 0 0 0 176 1 60 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 261 262 300 647 0 0 0 0 191 1 65 Shared Lane Traffic (%) 50% Lane Group Flow (vph) 0 261 262 300 647 0 0 0 0 95 162 0 Turn Type NA Perm pm+pt NA Perm NA Protected Phases 2 1 12 4 Permitted Phases 2 12 4 Detector Phase 2 2 1 12 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 9.5 22.5 22.5 Total Split (s) 27.4 27.4 15.6 47.0 47.0 Total Split (%) 30.4% 30.4 % 17.3 % 52.2 % 52.2% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lag Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max C-Max None None None Act Effct Green (s) 29.1 29.1 43.5 48.0 33.0 33.0 Actuated g/C Ratio 0.32 0.32 0.48 0.53 0.37 0.37 v/c Ratio 0.23 0.38 0.48 0.34 0.16 0.14 Control Delay 25.1 5.4 17.5 13.9 17.5 9.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 25.1 5.4 17.5 13.9 17.5 9.8 LOS C A B B B A Approach Delay 15.3 15.1 12.7 Approach LOS B B B Queue Length 50th (ft) 62 0 106 121 38 19 Queue Length 95th (ft) 96 58 163 162 62 34 Internal Link Dist (ft) 1214 327 422 836 Turn Bay Length (ft) 350 Base Capacity (vph) 1144 689 633 1852 760 1495 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.23 0.38 0.47 0.35 0.13 0.11 Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 55 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.69 TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 1 6: Solana Blvd/Kirkwood Blvd & SH-114 SIB Off -Ramp 2017 Background(Signalized) TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Group' 06 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 5 6 8 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 19.5 23.5 47.0 Total Split (%) 22% 26% 52% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Max None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summer TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 2 6: Solana Blvd/Kirkwood Blvd & SH-114 SIB Off -Ramp 2017 Background(Signalized) TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Signal Delay: 14.8 Intersection LOS: B Intersection Capacity Utilization 48.8 % ICU Level of Service A Analysis Period (min)15 Splits and Phases: 6: Solana Blvd/Kirkwood Blvd & SH-114 SB Off -Ramp #6 6 �otz r =6II i 14 15.6s 1 127.4s 47s F �p6 `R' AS A9 23.5s 19.5s 47s 8: SH-114 NB Off -Ramp & Kirkwood Blvd 2017 Background(Signalized) TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM -,*,-,* r- 4- T/,. ti 1 -' Lane Group - EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations I tt tt ?I Vi +Tf+ Traffic Volume (vph) 124 294 0 0 321 6 551 117 418 0 0 0 Future Volume (vph) 124 294 0 0 321 6 551 117 418 0 0 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 135 320 0 0 349 7 599 127 454 0 0 0 Shared Lane Traffic (%) 32°% Lane Group Flow (vph) 135 320 0 0 349 7 407 773 0 0 0 0 Turn Type pm+pt NA NA Free Perm NA Protected Phases 5 56 6 8 Permitted Phases 56 Free 8 Detector Phase 5 56 6 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 22.5 Total Split (s) 19.5 23.5 47.0 47.0 Total Split (%) 21.7 % 26.1 % 52.2% 52.2% Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Max None None Act Effct Green (s) 43.5 48.0 28.5 90.0 33.0 33.0 Actuated g/C Ratio 0.48 0.53 0.32 1.00 0.37 0.37 v/c Ratio 0.23 0.17 0.31 0.00 0.69 0.56 - Control Delay 14.0 11.9 26.4 0.0 29.5 10.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 - Total Delay 14.0 11.9 26.4 0.0 29.5 10.5 LOS B B C A C B - Approach Delay 12.5 25.9 17.1 Approach LOS B C B - Queue Length 50th (ft) 34 43 80 0 208 78 Queue Length 95th (ft) 63 65 134 0 268 110 Internal Link Dist (ft) 327 247 1055 1095 Turn Bay Length (ft) Base Capacity(vph) 586 1885 1119 1583 760 1662 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 IIIIIIIII11M 0 0 0 0 - Reduced v/c Ratio 0.23 0.17 0.31 0.00 0.54 0.47 Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 55 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.69 TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 3 MS Page 4 8: SH-114 NB Off -Ramp & Kirkwood Blvd 2017 Background(Signalized) TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 5.0 5.0 5.0 9.5 22.5 22.5 15.6 27.4 47.0 17% 30% 52% 3.5 3.5 3.5 1.0 1.0 1.0 Lead Lag Yes Yes None C-Max None TIA for Wilks Tract Development in Southlake, Texas MS Synchro 9 Report Page 5 8: SH-114 NB Off -Ramp & Kirkwood Blvd 2017 Background(Signalized) TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Signal Delay: 17.6 Intersection LOS: B Intersection Capacity Utilization 48.8 % ICU Level of Service A Analysis Period (min)15 Splits and Phases: 8: SH-114 NB Off -Ramp & Kirkwood Blvd =6 =6 741 �2 =6 j 04 15.6s 27.4s 47s �8 8 F �A6 R) RS -8 23.5 s 47 s TIA for Wilks Tract Development in Southlake, Texas MS Synchro 9 Report Page 6 22: Dove Rd & Kirkwood Blvd 2017 Background(Signalized) TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM *_ t ti r Lane Grout- EBL EST WBT WBR SBL SBR Lane Configurations I Tt Tf+ Vi ?I Traffic Volume (vph) 228 180 246 69 31 98 Future Volume (vph) 228 180 246 69 31 98 Peak Hour Factor 0.77 0.77 0.77 0.77 0.77 0.77 Adj. Flow (vph) 296 234 319 90 40 127 Shared Lane Traffic (%) Lane Group Flow (vph) 296 234 409 0 40 127 Turn Type pm+pt NA NA Prot Perm Protected Phases 7 4 8 1 Permitted Phases 4 6 Detector Phase 7 4 8 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 9.5 Total Split (s) 35.2 57.8 22.6 12.2 12.2 Total Split(%) 50.3% 82.6% 32.3% 17.4% 17.4% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode None C-Max C-Max None None Act Effct Green (s) 56.3 57.2 43.3 6.8 6.7 Actuated g/C Ratio 0.80 0.82 0.62 0.10 0.10 v/c Ratio 0.37 0.08 0.19 0.23 0.48 Control Delay 5.1 3.0 6.3 32.3 12.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 5.1 3.0 6.3 32.3 12.8 LOS A A A C B Approach Delay 4.2 6.3 17.5 Approach LOS A A B Queue Length 50th (ft) 64 20 34 16 0 Queue Length 95th (ft) 66 22 50 37 30 Internal Link Dist (ft) 990 172 351 Turn Bay Length (ft) 100 Base Capacity (vph) 1091 2892 2134 194 287 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.27 0.08 0.19 0.21 0.44 Intersection Summary Cycle Length: 70 Actuated Cycle Length: 70 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBT, Start of Green Natural Cycle: 45 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.48 TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 7 22: Dove Rd & Kirkwood Blvd 2017 Background(Signalized) TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Signal Delay: 7.0 Intersection LOS: A Intersection Capacity Utilization 37.1 % ICU Level of Service A Analysis Period (min)15 iplits and Phases: 22: Dove Rd & Kirkwood Blvd pl '�►04 pb 10A-p7 05 R1 2 22.6 s TIA for Wilks Tract Development in Southlake, Texas MS Synchro 9 Report Page 8 22: Dove Rd & Kirkwood Blvd 2017 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Int Delay, s/veh 5 Movement -1 EBL EBT WBT WBR SBL SBR Traffic Vol, veh/h 228 180 246 69 31 98 Future Vol, veh/h 228 180 246 69 31 98 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length 100 - 0 0 Veh in Median Storage, # - 0 0 - 1 - Grade, % - 0 0 - 0 - Peak Hour Factor 77 77 77 77 77 77 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 296 234 319 90 40 127 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 409 0 0 1073 205 Stage 1 - - - 364 - Stage 2 - 709 - Critical Hdwy 4.14 6.84 6.94 Critical Hdwy Stg 1 - 5.84 - Critical Hdwy Stg 2 5.84 - Follow-up Hdwy 2.22 3.52 3.32 Pot Cap-1 Maneuver 1146 215 802 Stage 1 - 673 - Stage 2 449 - Platoon blocked, Mov Cap-1 Maneuver 1146 159 802 Mov Cap-2 Maneuver 159 Stage 1 673 Stage 2 333 Approach EB WB HCM Control Delay, s 5.2 0 16.3 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLnl SBLn2 Capacity (veh/h) 1146 159 802 HCM Lane VIC Ratio 0.258 0.253 0.159 HCM Control Delay (s) 9.2 35.2 10.3 HCM Lane LOS A E B HCM 95th %tile Q(veh) 1 1 0.6 2/7/2016 Synchro 9 Report MS Page 1 16: SH-114 SB Frontage Rd/SH-114 SB Off -Ramp & Dove Rd 2017 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Group = EBL EST EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations tT+ +Tt ►j +T + Traffic Volume (vph) 0 141 262 276 1042 0 0 0 0 79 128 111 Future Volume (vph) 0 141 262 276 1042 0 0 0 0 79 128 111 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 0 147 273 288 1085 0 0 0 0 82 133 116 Shared Lane Traffic (%) 10% Lane Group Flow (vph) 0 420 0 0 1373 0 0 0 0 74 257 0 Turn Type NA pm+pt NA Perm NA Protected Phases 2 1 12 4 Permitted Phases 12 4 Detector Phase 2 1 12 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 9.5 22.5 22.5 Total Split (s) 25.0 15.0 40.0 40.0 Total Split (%) 31.3% 18.8 % 50.0 % 50.0% Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 Lead/Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max None None None Act Effct Green (s) 44.7 55.2 11.3 11.3 Actuated g/C Ratio 0.56 0.69 0.14 0.14 v/c Ratio 0.22 0.71 0.33 0.54 Control Delay 3.7 4.9 33.7 31.8 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 3.7 4.9 33.7 31.8 LOS A A C C Approach Delay 3.7 4.9 32.3 Approach LOS A A C Queue Length 50th (ft) 16 6 37 58 Queue Length 95th (ft) 42 170 74 90 Internal Link Dist (ft) 224 394 1722 1376 Turn Bay Length (ft) 240 Base Capacity (vph) 1903 1938 714 1416 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.22 0.71 0.10 0.18 Intersection Summary Cycle Length: 80 Actuated Cycle Length: 80 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 65 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.77 2/7/2016 Synchro 9 Report MS Page 1 16: SH-114 SB Frontage Rd/SH-114 SB Off -Ramp & Dove Rd 2017 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Grouper 06 e8 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 5 6 8 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 10.0 30.0 40.0 Total Split (%) 13% 38% 50% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode None C-Min Max Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 2/7/2016 Synchro 9 Report MS Page 2 16: SH-114 SIB Frontage Rd/SH-114 SIB Off -Ramp & Dove Rd 2017 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Signal Delay: 8.9 Intersection LOS: A Intersection Capacity Utilization 66.7 % ICU Level of Service C Analysis Period (min)15 Splits and Phases: 16: SH-114 SIB Frontage Rd/SH-114 SB Off -Ramp & Dove Rd #1I6 m 16 + 1-1 -a2 #16 Y' 41 9os Ess 15s -19 F 19 =19 Up6 `R'� A3 �Ios 05 30 s 40 s I 11 19: SH-114 NB Frontage Rd/SH-114 NB On -Ramp & Dove Rd 2017 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM -,*,-,* r- 4- T/,. ti 1 -' Lane Group- EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +Tt 0 ) 4T+ Traffic Volume (vph) 47 175 0 0 519 90 783 1009 100 0 0 0 Future Volume (vph) 47 175 0 0 519 90 783 1009 100 0 0 0 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Adj. Flow (vph) 47 177 0 0 524 91 791 1019 101 0 0 0 Shared Lane Traffic (%) 21 % Lane Group Flow (vph) 0 224 0 0 615 0 625 1286 0 0 0 0 Turn Type pm+pt NA NA Perm NA Protected Phases 5 56 6 8 Permitted Phases 56 8 Detector Phase 5 56 6 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 22.5 Total Split (s) 10.0 30.0 40.0 40.0 Total Split (%) 12.5 % 37.5 % 50.0% 50.0% Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Recall Mode None C-Min Max Max Act Effct Green (s) 26.3 20.8 40.2 40.2 Actuated g/C Ratio 0.33 0.26 0.50 0.50 v/c Ratio 0.24 0.67 0.77 0.77 Control Delay 15.1 28.7 26.2 21.0 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 15.1 28.7 26.2 21.0 LOS B C C C Approach Delay 15.1 28.7 22.7 Approach LOS B C C Queue Length 50th (ft) 29 137 267 271 Queue Length 95th (ft) 50 177 #526 #420 Internal Link Dist (ft) 394 990 1769 1583 Turn Bay Length (ft) Base Capacity (vph) 1101 1120 808 1677 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.20 0.55 0.77 0.77 Intersection Summary Cycle Length: 80 Actuated Cycle Length: 80 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 65 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.77 2/7/2016 Synchro 9 Report 2/7/2016 Synchro 9 Report MS Page 3 MS Page 4 19: SH-114 NB Frontage Rd/SH-114 NB On -Ramp & Dove Rd 2017 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Group 01 o2 e4 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases 1 2 4 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 15.0 25.0 40.0 Total Split (%) 19% 31 % 50 % Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Max None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 19: SH-114 NB Frontage Rd/SH-114 NB On -Ramp & Dove Rd 2017 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Signal Delay: 23.4 Intersection LOS: C Intersection Capacity Utilization 70.6 % ICU Level of Service C Analysis Period (min)15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 19: SH-114 NB Frontage Rd/SH-114 NB On -Ramp & Dove Rd =16 ik16 =1166 l 042 Y 41 40s 25s 19 79 m 19 F aM 1 2/7/2016 Synchro 9 Report 2/7/2016 Synchro 9 Report MS Page 5 MS Page 6 6: Kirkwood Blvd & SH-114 SB Off -Ramp 2017 Background(Signalized) TIA for Wilks Tract Office Development in Southlake, Texas Timing Plan: PM Lane Group- EBL EST EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations tt ?I ) tt ) r{ Traffic Volume (vph) 0 220 582 402 302 0 0 0 0 118 2 44 Future Volume (vph) 0 220 582 402 302 0 0 0 0 118 2 44 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Adj. Flow (vph) 0 253 669 462 347 0 0 0 0 136 2 51 Shared Lane Traffic (%) 50% Lane Group Flow (vph) 0 253 669 462 347 0 0 0 0 68 121 0 Turn Type NA Perm pm+pt NA Perm NA Protected Phases 2 1 12 4 Permitted Phases 2 12 4 Detector Phase 2 2 1 12 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 9.5 22.5 22.5 Total Split (s) 28.8 28.8 25.0 36.2 36.2 Total Split (%) 32.0% 32.0 % 27.8 % 40.2 % 40.2% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lag Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max C-Max None Max Max Act Effct Green (s) 25.8 25.8 44.8 49.3 31.7 31.7 Actuated g/C Ratio 0.29 0.29 0.50 0.55 0.35 0.35 v/c Ratio 0.25 0.72 0.68 0.18 0.12 0.11 Control Delay 26.0 7.4 24.4 9.7 20.5 12.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 26.0 7.4 24.4 9.7 20.5 12.2 LOS C A C A C B Approach Delay 12.5 18.1 15.2 Approach LOS B B B Queue Length 50th (ft) 59 0 152 46 28 14 Queue Length 95th (ft) 88 69 m237 m63 58 32 Internal Link Dist (ft) 1216 327 1036 836 Turn Bay Length (ft) 350 Base Capacity (vph) 1015 931 709 1914 567 1121 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.25 0.72 0.65 0.18 0.12 0.11 Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 55 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.80 2/8/2016 Synchro 9 Report MS Page 1 6: Kirkwood Blvd & SH-114 SB Off -Ramp 2017 Background(Signalized) TIA for Wilks Tract Office Development in Southlake, Texas Timing Plan: PM Lane Grouper 06 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 5 6 8 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 10.0 22.5 22.5 Total Split (s) 22.0 31.8 36.2 Total Split (%) 24% 35 % 40% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode Max C-Max Max Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 2/8/2016 Synchro 9 Report MS Page 2 6: Kirkwood Blvd & SH-114 SIB Off -Ramp 2017 Background(Signalized) TIA for Wilks Tract Office Development in Southlake, Texas Timing Plan: PM Intersection Signal Delay: 15.1 Intersection LOS: B Intersection Capacity Utilization 73.7 % ICU Level of Service D Analysis Period (min)15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases E Kirkwood Blvd & SH-114 58 Oft -Kamp 46 #6 #6 �-� 7A t 0 -002 �4 ?Ss '8 #8 �45 p6 y p8 as 8: SH-114 NB Off -Ramp & Kirkwood Blvd 2017 Background(Signalized) TIA for Wilks Tract Office Development in Southlake, Texas Timing Plan: PM -,*,-,* r- 4- T/,. ti 1 -' Lane Group - - - - - - - - E91. EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations V1 tt tt ?I Vi +Tf+ Traffic Volume (vph) 345 46 0 0 471 294 278 845 33 0 0 0 Future Volume (vph) 345 46 0 0 471 294 278 845 33 0 0 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 363 48 0 0 496 309 293 889 35 0 0 0 Shared Lane Traffic (%) 10°% Lane Group Flow (vph) 363 48 0 0 496 309 264 953 0 0 0 0 Turn Type pm+pt NA NA Free Perm NA Protected Phases 5 56 6 8 Permitted Phases 56 Free 8 Detector Phase 5 56 6 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 22.5 22.5 22.5 Total Split (s) 22.0 31.8 36.2 36.2 Total Split (%) 24.4% 35.3 % 40.2% 40.2% Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes - Recall Mode Max C-Max Max Max Act Effct Green (s) 44.8 49.3 27.3 90.0 31.7 31.7 Actuated g/C Ratio 0.50 0.55 0.30 1.00 0.35 0.35 v/c Ratio 0.66 0.02 0.46 0.20 0.47 0.80 Control Delay 33.6 9.1 27.1 0.3 25.9 32.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 - Total Delay 33.6 9.1 27.1 0.3 25.9 32.5 LOS C A C A C C Approach Delay 30.7 16.8 31.1 Approach LOS C B C Queue Length 50th (ft) 148 5 119 0 126 264 Queue Length 95th (ft) 239 12 166 0 205 346 Internal Link Dist (ft) 327 240 1055 1095 Turn Bay Length (ft) a Base Capacity(vph) 550 1938 1073 1583 567 1187 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.66 0.02 0.46 0.20 0.47 0.80 Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 55 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.80 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 3 MS Page 4 8: SH-114 NB Off -Ramp & Kirkwood Blvd 2017 Background(Signalized) TIA for Wilks Tract Office Development in Southlake, Texas Timing Plan: PM Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 5.0 5.0 5.0 9.5 22.5 22.5 25.0 28.8 36.2 28% 32% 40% 3.5 3.5 3.5 1.0 1.0 1.0 Lead Lag Yes Yes None C-Max Max 8: SH-114 NB Off -Ramp & Kirkwood Blvd 2017 Background(Signalized) TIA for Wilks Tract Office Development in Southlake, Texas Timing Plan: PM Intersection Signal Delay: 26.3 Intersection LOS: C Intersection Capacity Utilization 73.7% ICU Level of Service D Analysis Period (min)15 Splits and Phases: 8: SH-114 NB Off -Ramp & Kirkwood Blvd =6 #6 7�tp2 =6 04 25 s 36.2 s F AS 06 LA3 gas s6.zs 2/8/2016 Synchro 9 Report 2/8/2016 MS Page 5 MS Synchro 9 Report Page 6 22: Dove Rd & Kirkwood Blvd 2017 Background(Signalized) TIA for Wilks Tract Office Development in Southlake, Texas Timing Plan: PM *_ t ti r Lane Grou WBT WBR SBL SBR Lane Configurations ►j Tt Tf+ Vi ?I Traffic Volume (vph) 104 164 235 196 90 276 Future Volume (vph) 104 164 235 196 90 276 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 116 182 261 218 100 307 Shared Lane Traffic Lane Group Flow (vph) 116 182 479 0 100 307 Turn Type pm+pt NA NA Prot Perm Protected Phases 7 4 8 1 Permitted Phases 4 6 Detector Phase 7 4 8 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 Total Split (s) 16.0 43.0 27.0 37.0 37.0 Total Split(%) 20.0% 53.8% 33.8% 46.3% 46.3% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode None C-Max C-Max None Max Act Effct Green (s) 38.5 38.5 27.7 27.2 32.5 Actuated g/C Ratio 0.48 0.48 0.35 0.34 0.41 v/c Ratio 0.27 0.11 0.37 0.17 0.37 Control Delay 12.5 10.6 12.3 16.4 3.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 12.5 10.6 12.3 16.4 3.5 LOS B B B B A Approach Delay 11.3 12.3 6.6 Approach LOS B B A Queue Length 50th (ft) 35 28 50 31 0 Queue Length 95th (ft) m65 m49 94 61 45 Internal Link Dist (ft) 990 172 351 Turn Bay Length (ft) 100 Base Capacity (vph) 472 1703 1283 719 825 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.25 0.11 0.37 0.14 0.37 Intersection Summary Cycle Length: 80 Actuated Cycle Length: 80 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBT, Start of Green Natural Cycle: 55 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.37 2/8/2016 Synchro 9 Report MS Page 7 22: Dove Rd & Kirkwood Blvd 2017 Background(Signalized) TIA for Wilks Tract Office Development in Southlake, Texas Timing Plan: PM Intersection Signal Delay: 10.1 Intersection LOS: B Intersection Capacity Utilization 37.4 % ICU Level of Service A Analysis Period (min)15 m Volume for 95th percentile queue is metered by upstream signal. iplits and Phases: 22: Dove Rd & Kirkwood Blvd �pl -.04 06 07 08 37 s. 2/8/2016 MS Synchro 9 Report Page 8 2: Kirkwood Blvd & T W King Rd 2017 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Intersection Delay, s/veh 13.6 Intersection LOS B Movement EBU EBL EBT WBU WBT WBR SBU SBL SBR Traffic Vol, veh/h 0 28 676 0 35 4 0 61 295 Future Vol, veh/h 0 28 676 0 35 4 0 61 295 Peak Hour Factor 0.92 0.91 0.91 0.92 0.91 0.91 0.92 0.91 0.91 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 31 743 0 38 4 0 67 324 Number of Lanes 0 1 2 0 2 0 0 1 1 Approach - ff- iWo 'SB Opposing Approach WB EB Opposing Lanes 2 3 0 Conflicting Approach Left SIB WB Conflicting Lanes Left 2 0 2 Conflicting Approach Right SB EB Conflicting Lanes Right 0 2 3 HCM Control Delay 13.7 10.3 13.9 HCM LOS B B B Lane EBLnl EBLn2 EBLn3 WBLnl WBLn2 SBLnl SBLn2 Vol Left,% 100% 0% 0% 0% 0% 100% 0% Vol Thru, % 0% 100% 100% 100% 74% 0% 0% Vol Right, % 0% 0% 0% 0% 26% 0% 100% Sign Control Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 28 338 338 23 16 61 295 LT Vol 28 0 0 0 0 61 0 Through Vol 0 338 338 23 12 0 0 RT Vol 0 0 0 0 4 0 295 Lane Flow Rate 31 371 371 26 17 67 324 Geometry Grp 8 8 8 8 8 8 8 Degree ofUtil(X) 0.055 0.613 0.432 0.052 0.034 0.13 0.52 Departure Headway (Hd) 6.447 5.941 4.188 7.247 7.064 6.974 5.773 Convergence, YIN Yes Yes Yes Yes Yes Yes Yes Cap 555 609 858 493 505 515 626 Service Time 4.186 3.68 1.926 5.008 4.826 4.71 3.509 HCM Lane VIC Ratio 0.056 0.609 0.432 0.053 0.034 0.13 0.518 HCM Control Delay 9.6 17.7 10.1 10.4 10.1 10.8 14.6 HCM Lane LOS A C B B B B B HCM 95th-tile Q 0.2 4.2 2.2 0.2 0.1 0.4 3 2/7/2016 Synchro 9 Report MS Page 1 2: Kirkwood Blvd & T W King Rd 2017 Background 6: Solana Blvd/Kirkwood Blvd & SH-114 SIB Off -Ramp 2017 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Intersection Intersection Delay, slveh 15.2 Intersection Delay, s/veh 31.3 Intersection LOS C Intersection LOS D Movement EBU EBL EBT WBU WBT WBR SBU SBL SBR Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Traffic Vol, veh/h 0 57 19 0 644 108 0 8 119 Traffic Vol, veh/h 0 0 220 582 0 402 302 0 0 0 0 0 Future Vol, veh/h 0 57 19 0 644 108 0 8 119 Future Vol, veh/h 0 0 220 582 0 402 302 0 0 0 0 0 Peak Hour Factor 0.92 0.89 0.89 0.92 0.89 0.89 0.92 0.89 0.89 Peak Hour Factor 0.92 0.87 0.87 0.87 0.92 0.87 0.87 0.87 0.92 0.87 0.87 0.87 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 Heavy Vehicles,% 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 64 21 0 724 121 0 9 134 Mvmt Flow 0 0 253 669 0 462 347 0 0 0 0 0 Number of Lanes 0 1 2 0 2 0 0 1 1 Number of Lanes 0 0 2 1 0 1 2 0 0 0 0 0 Approach WB SB Approach Opposing Approach WB EB Opposing Approach WB EB Opposing Lanes 2 3 0 Opposing Lanes 3 3 Conflicting Approach Left SIB WB Conflicting Approach Left SIB Conflicting Lanes Left 2 0 2 Conflicting Lanes Left 3 0 Conflicting Approach Right SIB EB Conflicting Approach Right SB Conflicting Lanes Right 0 2 3 Conflicting Lanes Right 0 3 HCM Control Delay 10.3 16.5 10.5 HCM Control Delay 27.9 39.5 HCM LOS B C B HCM LOS D E Lane EBLnl EBLn2 EBLn3 WBLnl WBLn2 SBLnl SBLn2 EBLn1 EBLn2 EBLn3 WBLnl W3Ln2 WBLn3 SBLnt SBLn2 SBLn3 Vol Left, % 100% 0% 0% 0% 0% 100% 0% Vol Left, % 0% 0% 0% 100% 0% 0% 100% 98% 0% Vol Thru, % 0% 100% 100% 100% 67% 0% 0% Vol Thru, % 100% 100% 0% 0% 100% 100% 0% 2% 2% Vol Right, % 0% 0% 0% 0% 33% 0% 100% Vol Right, % 0% 0% 100% 0% 0% 0% 0% 0% 98% Sign Control Stop Stop Stop Stop Stop Stop Stop Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 57 10 10 429 323 8 119 Traffic Vol by Lane 110 110 582 402 151 151 59 60 45 LT Vol 57 0 0 0 0 8 0 LT Vol 0 0 0 402 0 0 59 59 0 Through Vol 0 10 10 429 215 0 0 Through Vol 110 110 0 0 151 151 0 1 1 RT Vol 0 0 0 0 108 0 119 FIT Vol 0 0 582 0 0 0 0 0 44 Lane Flow Rate 64 11 11 482 363 9 134 Lane Flow Rate 126 126 669 462 174 174 68 69 52 Geometry Grp 8 8 8 8 8 8 8 Geometry Grp 8 8 8 8 8 8 7 7 7 Degree ofUtil(X) 0.127 0.02 0.014 0.698 0.501 0,018 0.225 Degree ofUtil(X) 0.256 0.256 0.894 0.964 0.338 0.253 0.161 0.163 0.105 Departure Headway (Hd) 7.123 6.617 4.862 5.211 4.976 7.274 6.071 Departure Headway (Hd) 7.276 7.276 4.811 7.648 7.141 5.385 8.538 8.529 7.333 Convergence, YIN Yes Yes Yes Yes Yes Yes Yes Convergence, YIN Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 506 544 739 685 714 495 595 Cap 496 496 756 476 507 672 421 422 490 Service Time 4.831 4.325 2.571 3.005 2.769 4.98 3.777 Service Time 4.985 4.985 2.52 5.348 4.841 3.085 6.265 6.256 5.059 HCM Lane VIC Ratio 0.126 0.02 0.015 0.704 0.508 0.018 0.225 HCM Lane VIC Ratio 0.254 0.254 0.885 0.971 0.343 0.259 0.162 0.164 0.106 HCM Control Delay 10.9 9.5 7.6 19.3 12.7 10.1 10.5 HCM Control Delay 12.5 12.5 33.7 60.4 13.4 9.9 12.9 12.9 10.9 i HCM Lane LOS B A A C B B B HCM Lane LOS B B D F B A B B B HCM 95th-tile Q 0.4 0.1 0 5.7 2.8 0.1 0.9 HCM 95th-tile Q 1 1 11.6 12 1.5 1 0.6 0.6 0.3 2/7/2016 Synchro 9 Report 2/7/2016 Synchro 9 Report MS Page 1 MS Page 2 6: Solana Blvd/Kirkwood Blvd & SH-114 SIB Off -Ramp 2017 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM 8: SH-114 NB Off-Ramp/SH-114 NB Frontage Rd & Kirkwood Blvd 2017 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Intersection Intersection Delay, s/veh Intersection Delay, s/veh 51.8 Intersection LOS Intersection LOS F Movement SBU SBL SBT SBR Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Traffic Vol, veh/h 0 118 2 44 Traffic Vol, veh/h 0 345 46 0 0 0 471 294 0 278 845 33 Future Vol, veh/h 0 118 2 44 Future Vol, veh/h 0 345 46 0 0 0 471 294 0 278 845 33 Peak Hour Factor 0.92 0.87 0.87 0.87 Peak Hour Factor 0.92 0.95 0.95 0.95 0.92 0.95 0.95 0.95 0.92 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 136 2 51 Mvmt Flow 0 363 48 0 0 0 496 309 0 293 889 35 Number of Lanes 0 1 2 0 Number of Lanes 0 1 2 0 0 0 2 1 0 1 2 0 Approach Approach is Opposing Approach Opposing Approach WB EB Opposing Lanes 0 Opposing Lanes 3 3 0 Conflicting Approach Left WB Conflicting Approach Left NB EB Conflicting Lanes Left 3 Conflicting Lanes Left 0 3 3 Conflicting Approach Right EB Conflicting Approach Right NB WB Conflicting Lanes Right 3 Conflicting Lanes Right 3 0 3 HCM Control Delay 12.4 HCM Control Delay 77 25.4 60.7 HCM LOS B HCM LOS F D F Larre, NBLnl NBLn2 NBLn3 EBLnl EBLn2 EBLn3 WBLnl WBLn2 WBLn3 Vol Left,% 100% 6% 0% 100% 0% 0% 0% 0% 0% Vol Thru,% 0% 94% 93% 0% 100% 100% 100% 100% 0% Vol Right, % 0% 0% 7% 0% 0% 0% 0% 0% 100% Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 250 450 456 345 23 23 236 236 294 LT Vol 250 28 0 345 0 0 0 0 0 Through Vol 0 422 423 0 23 23 236 236 0 FIT Vol 0 0 33 0 0 0 0 0 294 Lane Flow Rate 263 474 479 363 24 24 248 248 309 Geometry Grp 7 7 7 8 8 8 8 8 8 Degree ofUtil(X) 0.623 1 1 1 0.073 0.061 0,655 0.655 0.609 Departure Headway (Hd) 8.516 8.051 7.97 11.31 10.812 9.086 9.513 9.513 7.087 Convergence, YIN Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 427 455 460 323 332 395 382 382 511 Service Time 6.233 5.768 5.687 9.057 8.56 6.833 7.226 7.226 4.8 HCM Lane VIC Ratio 0.616 1.042 1.041 1.124 0.072 0.061 0.649 0.649 0.605 HCM Control Delay 24.3 71 70.6 85.5 14.4 12.4 28.6 28.6 20.2 i HCM Lane LOS C F F F B B D D C HCM 95th-tile Q 4.1 12.9 13 10.9 0.2 0.2 4.5 4.5 4 II- 2/7/2016 Synchro 9 Report 2/7/2016 Synchro 9 Report MS Page 3 MS Page 4 8: SH-114 NB Off-Ramp/SH-114 NB Frontage Rd & Kirkwood Blvd 2017 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Traffic Vol, veh/h 0 0 0 0 Future Vol, veh/h 0 0 0 0 Peak Hour Factor 0.92 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 Mvmt Flow 0 0 0 0 Number of Lanes 0 0 0 0 Approach — _ Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS Lane' 2/7/2016 Synchro 9 Report MS Page 5 22: Dove Rd & Kirkwood Blvd 2017 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Int Delay, s/veh 5.9 Movement -1 EBL EBT WBT WBR SBL SBR Traffic Vol, veh/h 104 164 235 196 90 276 Future Vol, veh/h 104 164 235 196 90 276 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None None - None Storage Length 100 - 0 0 Veh in Median Storage, # 0 0 - 1 - Grade, % 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 116 182 261 218 100 307 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 479 0 0 692 239 Stage 1 - 370 - Stage 2 - 322 - Critical Hdwy 4.14 6.84 6.94 Critical Hdwy Stg 1 - 5.84 - Critical Hdwy Stg 2 - 5.84 - Follow-up Hdwy 2.22 3.52 3.32 Pot Cap-1 Maneuver 1080 378 762 Stage 1 - 669 - Stage 2 - 707 - Platoon blocked, Mov Cap-1 Maneuver 1080 337 762 Mov Cap-2 Maneuver 337 Stage 1 669 Stage 2 631 Approach EB WB HCM Control Delay, s 3.4 0 14.7 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLnl SBLn2 Capacity (veh/h) 1080 337 762 HCM Lane VIC Ratio 0.107 0.297 0.402 HCM Control Delay (s) 8.7 20.1 12.9 HCM Lane LOS A C B HCM 95th %tile Q(veh) 0.4 1.2 2 2/7/2016 Synchro 9 Report MS Page 1 16: Dove Rd & SH-114 SIB Off -Ramp 2017 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Group EBL EST EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations tT+ +Tt ) r{ Traffic Volume (vph) 0 358 678 87 441 0 0 0 0 137 116 54 Future Volume (vph) 0 358 678 87 441 0 0 0 0 137 116 54 Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Adj. Flow (vph) 0 431 817 105 531 0 0 0 0 165 140 65 Shared Lane Traffic (°!°) 25% Lane Group Flow (vph) 0 1248 0 0 636 0 0 0 0 124 246 0 Turn Type NA pm+pt NA Perm NA Protected Phases 2 1 21 4 Permitted Phases 21 4 Detector Phase 2 1 21 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 9.5 22.5 22.5 Total Split (s) 30.0 15.0 25.0 25.0 Total Split (%) 42.9% 21.4 % 35.7 % 35.7% Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 Lead/Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max None None None Act Effct Green (s) 37.4 45.4 11.1 11.1 Actuated g/C Ratio 0.53 0.65 0.16 0.16 v/c Ratio 0.62 0.40 0.49 0.44 Control Delay 7.3 3.0 32.4 21.0 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 7.3 3.0 32.4 21.0 LOS A A C C Approach Delay 7.3 3.0 24.8 Approach LOS A A C Queue Length 50th (ft) 72 2 54 39 Queue Length 95th (ft) 133 33 90 59 Internal Link Dist (ft) 224 394 1722 1376 Turn Bay Length (ft) 240 Base Capacity (vph) 2007 1711 471 991 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.62 0.37 0.26 0.25 Intersection Summary Cycle Length: 70 Actuated Cycle Length: 70 JIEEEEEW� Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 60 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.62 TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 1 16: Dove Rd & SH-114 SB Off -Ramp 2017 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Group o6 08 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 5 6 8 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 15.0 30.0 25.0 Total Split (%) 21 % 43 % 36% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Min Max Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summer TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 2 16: Dove Rd & SH-114 SIB Off -Ramp 2017 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Signal Delay: 8.9 Intersection LOS: A Intersection Capacity Utilization 63.7 % ICU Level of Service B Analysis Period (min)15 19: SH-114 NB Frontage Rd & Dove Rd 2017 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM -,*,-,* r- 4- T/,. ti 1 -' Lane Group L EST EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +Tt 0 ►j q + Traffic Volume (vph) 62 426 0 0 311 83 227 103 332 0 0 0 Future Volume (vph) 62 426 0 0 311 83 227 103 332 0 0 0 Peak Hour Factor 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 Adj. Flow (vph) 78 533 0 0 389 104 284 129 415 0 0 0 Shared Lane Traffic (%) 10% Lane Group Flow (vph) 0 611 0 0 493 0 256 572 0 0 0 0 Turn Type pm+pt NA NA Perm NA Protected Phases 5 65 6 8 Permitted Phases 65 8 Detector Phase 5 65 6 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 22.5 Total Split (s) 15.0 30.0 25.0 25.0 Total Split (%) 21.4% 42.9% 35.7% 35.7% AN Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 Lead/Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes - Recall Mode None C-Min Max Max Act Effct Green (s) 33.6 19.4 22.9 22.9 Actuated g/C Ratio 0.48 0.28 0.33 0.33 v/c Ratio 0.39 0.50 0.49 0.49 - Control Delay 9.2 19.8 23.2 10.9 Queue Delay 0.0 0.0 0.0 0.0 - Total Delay 9.2 19.8 23.2 10.9 LOS A B C B - Approach Delay 9.2 19.8 14.7 Approach LOS A B B Queue Length 50th (ft) 70 82 96 50 Queue Length 95th (ft) 72 92 150 76 Internal Link Dist (ft) 394 990 1769 1583 Turn Bay Length (ft) Base Capacity (vph) 1696 1282 527 1179 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.36 0.38 0.49 0.49 Intersection Summary Cycle Length: 70 Actuated Cycle Length: 70 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 60 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.62 TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 3 MS Page 4 19: SH-114 NB Frontage Rd & Dove Rd 2017 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Group of o2 o4 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases 1 2 4 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 15.0 30.0 25.0 Total Split (%) 21 % 43% 36% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Max None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 19: SH-114 NB Frontage Rd & Dove Rd 2017 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Signal Delay: 14.3 Intersection LOS: B Intersection Capacity Utilization 49.5 % ICU Level of Service A Analysis Period (min)15 Splits and Phases: 19: SH-114 NB Frontage Rd & Dove Rd #16 #16 #16 711 30 s lS s #19 19 F 19 Aq5 'Ipa �556 `Rl TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 5 MS Page 6 6: Solana Blvd/Kirkwood Blvd & SH-114 SIB Off -Ramp 2017 Background + Site TIA for Wilks Tract Office Development in Southlake, Texas Timing Plan: AM Lane Grouf------'TBL EST EBR WBL WBT WBR NBL NBT NBR SBL S`iBR Lane Configurations tt r ) tt ) +TT+ Traffic Volume (vph) 0 302 241 280 604 0 0 0 0 425 1 60 Future Volume (vph) 0 302 241 280 604 0 0 0 0 425 1 60 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 328 262 304 657 0 0 0 0 462 1 65 Shared Lane Traffic (%) 50% Lane Group Flow (vph) 0 328 262 304 657 0 0 0 0 231 297 0 Turn Type NA Perm pm+pt NA Perm NA Protected Phases 2 1 12 4 Permitted Phases 2 12 4 Detector Phase 2 2 1 12 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 9.5 22.5 22.5 Total Split (s) 27.4 27.4 15.6 47.0 47.0 Total Split (%) 30.4% 30.4 % 17.3 % 52.2 % 52.2% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lag Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max C-Max None None None Act Effct Green (s) 28.6 28.6 42.9 47.4 33.6 33.6 Actuated g/C Ratio 0.32 0.32 0.48 0.53 0.37 0.37 v/c Ratio 0.29 0.38 0.52 0.35 0.38 0.25 Control Delay 26.0 5.5 19.0 14.6 21.1 15.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 26.0 5.5 19.0 14.6 21.1 15.2 LOS C A B B C B Approach Delay 16.9 16.0 17.8 Approach LOS B B B Queue Length 50th (ft) 80 0 113 130 102 50 Queue Length 95th (ft) 119 58 168 167 141 68 Internal Link Dist (ft) 1214 327 1036 836 Turn Bay Length (ft) 350 Base Capacity (vph) 1124 681 585 1827 760 1517 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.29 0.38 0.52 0.36 0.30 0.20 Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 55 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.70 TIA for Wilks Tract Office Development in Southlake, Texas Synchro 9 Report MS Page 1 6: Solana Blvd/Kirkwood Blvd & SH-114 SB Off -Ramp 2017 Background + Site TIA for Wilks Tract Office Development in Southlake, Texas Timing Plan: AM Lane Group o6 08 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 5 6 8 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 19.5 23.5 47.0 Total Split (%) 22% 26% 52% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Max None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summer TIA for Wilks Tract Office Development in Southlake, Texas Synchro 9 Report MS Page 2 6: Solana Blvd/Kirkwood Blvd & SH-114 SIB Off -Ramp 2017 Background + Site TIA for Wilks Tract Office Development in Southlake, Texas Timing Plan: AM Intersection Signal Delay: 16.7 Intersection LOS: B Intersection Capacity Utilization 51.2 % ICU Level of Service A Analysis Period (min)15 Splits and Phases: 6: Solana Blvd/Kirkwood Blvd & SH-114 SB Off -Ramp #6 6 �otz r =6II i 14 15.6s 1 127.4s 47s F �p6 `R' AS A9 23.5s 19.5s 47sMMMEA 8: SH-114 NB Off -Ramp & Kirkwood Blvd 2017 Background + Site TIA for Wilks Tract Office Development in Southlake, Texas Timing Plan: AM -,*,-,* r- 4- T/,. ti 1 -' Lane Group - - - - - - - - ML EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations V1 tt tt ?I Vi +Tf+ Traffic Volume (vph) 124 605 0 0 334 40 551 117 449 0 0 0 Future Volume (vph) 124 605 0 0 334 40 551 117 449 0 0 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 135 658 0 0 363 43 599 127 488 0 0 0 Shared Lane Traffic (%) 30°% Lane Group Flow (vph) 135 658 0 0 363 43 419 795 0 0 0 0 Turn Type pm+pt NA NA Free Perm NA Protected Phases 5 56 6 8 Permitted Phases 56 Free 8 Detector Phase 5 56 6 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 22.5 Total Split (s) 19.5 23.5 47.0 47.0 Total Split (%) 21.7 % 26.1 % 52.2% 52.2% Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Max None None Act Effct Green (s) 42.9 47.4 27.9 90.0 33.6 33.6 Actuated g/C Ratio 0.48 0.53 0.31 1.00 0.37 0.37 v/c Ratio 0.24 0.35 0.33 0.03 0.70 0.65 - Control Delay 18.4 17.2 27.0 0.0 29.4 20.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 - Total Delay 18.4 17.2 27.0 0.0 29.4 20.5 LOS B B C A C C Approach Delay 17.4 24.2 23.6 Approach LOS B C C - Queue Length 50th (ft) 47 130 84 0 214 162 Queue Length 95th (ft) 85 168 140 0 279 190 Internal Link Dist (ft) 327 247 1055 1095 Turn Bay Length (ft) Base Capacity(vph) 571 1862 1095 1583 760 1513 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.24 0.35 0.33 0.03 0.55 0.53 Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 55 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.70 TIA for Wilks Tract Office Development in Southlake, Texas Synchro 9 Report TIA for Wilks Tract Office Development in Southlake, Texas Synchro 9 Report MS Page 3 MS Page 4 8: SH-114 NB Off -Ramp & Kirkwood Blvd 2017 Background + Site TIA for Wilks Tract Office Development in Southlake, Texas Timing Plan: AM Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 5.0 5.0 5.0 9.5 22.5 22.5 15.6 27.4 47.0 17% 30% 52% 3.5 3.5 3.5 1.0 1.0 1.0 Lead Lag Yes Yes None C-Max None TIA for Wilks Tract Office Development in Southlake, Texas MS Synchro 9 Report Page 5 8: SH-114 NB Off -Ramp & Kirkwood Blvd 2017 Background + Site TIA for Wilks Tract Office Development in Southlake, Texas Timing Plan: AM Intersection Signal Delay: 21.7 Intersection LOS: C Intersection Capacity Utilization 51.2 % ICU Level of Service A Analysis Period (min)15 Splits and Phases: 8: SH-114 NB Off -Ramp & Kirkwood Blvd =6 =6 741 �2 =6 j 04 15.6s 27.4s 47s �8 8 F �A6 R) RS -8 23.5 s 47 s TIA for Wilks Tract Office Development in Southlake, Texas MS Synchro 9 Report Page 6 22: Dove Rd & Kirkwood Blvd 2017 Background + Site TIA for Wilks Tract Office Development in Southlake, Texas Timing Plan: AM *_ t ti r Lane Grou WBT WBR SBL SBR Lane Configurations ►j Tt Tf+ Vi ?I Traffic Volume (vph) 446 180 246 100 35 128 Future Volume (vph) 446 180 246 100 35 128 Peak Hour Factor 0.77 0.77 0.77 0.77 0.77 0.77 Adj. Flow (vph) 579 234 319 130 45 166 Shared Lane Traffic (%) Lane Group Flow (vph) 579 234 449 0 45 166 Turn Type pm+pt NA NA Prot Perm Protected Phases 7 4 8 1 Permitted Phases 4 6 Detector Phase 7 4 8 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 9.5 Total Split (s) 35.2 57.8 22.6 12.2 12.2 Total Split(%) 50.3% 82.6% 32.3% 17.4% 17.4% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode None C-Max C-Max None None Act Effct Green (s) 54.3 54.3 34.2 6.9 6.7 Actuated g/C Ratio 0.78 0.78 0.49 0.10 0.10 v/c Ratio 0.70 0.09 0.26 0.26 0.55 Control Delay 10.7 2.8 10.6 32.8 13.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 10.7 2.8 10.6 32.8 13.1 LOS B A B C B Approach Delay 8.5 10.6 17.3 Approach LOS A B B Queue Length 50th (ft) 143 15 42 18 0 Queue Length 95th (ft) 132 16 80 39 33 Internal Link Dist (ft) 990 172 351 Turn Bay Length (ft) 100 Base Capacity (vph) 1042 2743 1697 194 321 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.56 0.09 0.26 0.23 0.52 Intersection Summary Cycle Length: 70 Actuated Cycle Length: 70 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBT, Start of Green Natural Cycle: 50 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.70 22: Dove Rd & Kirkwood Blvd 2017 Background + Site TIA for Wilks Tract Office Development in Southlake, Texas Timing Plan: AM Intersection Signal Delay: 10.4 Intersection LOS: B Intersection Capacity Utilization 50.1 % ICU Level of Service A Analysis Period (min)15 iplits and Phases: 22: Dove Rd & Kirkwood Blvd pl '�►04 F pb 1007 05 `R1 1211 z2.6 s TIA for Wilks Tract Office Development in Southlake, Texas Synchro 9 Report TIA for Wilks Tract Office Development in Southlake, Texas Synchro 9 Report MS Page 7 MS Page 8 2: Driveway 4/T W King Rd & Kirkwood Blvd 2017 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Intersection Delay, s/veh 20.1 Intersection LOS C Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Traffic Vol, veh/h 0 28 617 93 0 0 69 8 0 13 0 0 Future Vol, veh/h 0 28 617 93 0 0 69 8 0 13 0 0 Peak Hour Factor 0.92 0.91 0.91 0.92 0.92 0.92 0.91 0.91 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 31 678 101 0 0 76 9 0 14 0 0 Number of Lanes 0 1 2 0 0 0 2 0 0 0 2 0 Approach T t Opposing Approach WB EB SIB Opposing Lanes 2 3 2 Conflicting Approach Left SIB NB EB Conflicting Lanes Left 2 2 3 Conflicting Approach Right NB SB WB Conflicting Lanes Right 2 2 2 HCM Control Delay 23.3 11.4 11.8 HCM LOS C B B Lane NBLn1 NBLn2 EBLnl E13Ln2 EBLn3 WBLnl WBLn2 SBLnl S13Ln2 Vol Left,% 100% 0% 100% 0% 0% 0% 0% 100% 0% Vol Thru, % 0% 100% 0% 100% 69% 100% 74% 0% 0% Vol Right, % 0% 0% 0% 0% 31% 0% 26% 0% 100% Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 13 0 28 411 299 46 31 92 295 LT Vol 13 0 28 0 0 0 0 92 0 Through Vol 0 0 0 411 206 46 23 0 0 RT Vol 0 0 0 0 93 0 8 0 295 Lane Flow Rate 14 0 31 452 327 51 34 101 324 Geometry Grp 8 8 8 8 8 8 8 8 8 Degree ofUtil(X) 0.034 0 0.058 0.794 0.554 0.11 0.072 0.211 0.569 Departure Headway (Hd) 8.747 8.237 6.829 6.322 6.101 7.801 7.615 7.529 6.323 Convergence, YIN Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 412 0 523 570 589 456 467 475 567 Service Time 6.447 5.937 4.59 4.083 3,862 5.599 5.413 5.298 4.092 HCM Lane VIC Ratio 0.034 0 0.059 0.793 0.555 0.112 0.073 0.213 0.571 HCM Control Delay 11.8 10.9 10 29.3 16.2 11.6 11 12.3 17.2 HCM Lane LOS B N A D C B B B C HCM 95th-tile Q 0.1 0 0.2 7.6 3.4 0.4 0.2 0.8 3.5 TIA for Wilks Tract Development in Southlake, Texas MS 2: Driveway 4/T W King Rd & Kirkwood Blvd 2017 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SB; Traffic Vol, veh/h 0 92 0 295 Future Vol, veh/h 0 92 0 295 Peak Hour Factor 0.92 0.91 0.92 0.91 Heavy Vehicles, % 2 2 2 2 Mvmt Flow 0 101 0 324 Number of Lanes 0 0 1 1 Approach SIB Opposing Approach NB Opposing Lanes 2 Conflicting Approach Left WB Conflicting Lanes Left 2 Conflicting Approach Right EB Conflicting Lanes Right 3 HCM Control Delay 16 HCM LOS C Synchro 9 Report TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report Page 1 MS Page 2 14: Kirkwood Blvd & Driveway 1 2017 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Int Delay, s/veh 2.8 22: Dove Rd & Kirkwood Blvd 2017 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection -Roomy" Int Delay, s/veh 15.6 Movement -1 EBL EBR NBL NBT SBT SBR Movement � EBL EBT WBT WBR SBL SBR i Traffic Vol, veh/h 21 26 187 290 22 156 Traffic Vol, veh/h 446 180 246 100 35 128 Future Vol, veh/h 21 26 187 290 22 156 Future Vol, veh/h 446 180 246 100 35 128 Conflicting Peds, #Ihr 0 0 0 0 0 0 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free Sign Control Free Free Free Free Stop Stop RT Channelized - None - None None RT Channelized - None None - None Storage Length 0 100 150 - - 150 Storage Length 100 - 0 0 Veh in Median Storage, # 0 - - 0 0 - Veh in Median Storage, # - 0 0 1 - Grade, % 0 - - 0 0 - Grade, % - 0 0 0 - Peak Hour Factor 92 92 92 92 92 92 Peak Hour Factor 77 77 77 77 77 77 Heavy Vehicles,% 2 2 2 2 2 2 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 23 28 203 315 24 170 Mvmt Flow 579 234 319 130 45 166 Major/Minor Minor2 Majorl Major2 Major/Minor Majort Major2 Minor2 Conflicting Flow All 588 12 24 0 0 Conflicting Flow All 449 0 0 1659 225 Stage 1 24 - - - - Stage 1 - - - 384 - Stage 2 564 - - Stage 2 - 1275 - Critical Hdwy 6.84 6.94 4.14 Critical Hdwy 4.14 6.84 6.94 Critical Hdwy Stg 1 5.84 - - Critical Hdwy Stg 1 5.84 Critical Hdwy Stg 2 5.84 - - Critical Hdwy Stg 2 - 5,84 - Follow-up Hdwy 3.52 3.32 2.22 Follow-up Hdwy 2.22 3.52 3.32 Pot Cap-1 Maneuver 440 1065 1589 Pot Cap-1 Maneuver 1108 88 778 Stage 1 995 - - Stage 1 - 658 - Stage 2 533 - - Stage 2 - 226 - Platoon blocked, % Platoon blocked, % Mov Cap-1 Maneuver 384 1065 1589 Mov Cap-1 Maneuver 1108 - 42 778 Mov Cap-2 Maneuver 384 - - Mov Cap-2 Maneuver - - 42 - Stage 1 995 Stage 1 658 Stage 2 465 Stage 2 108 Approach EB NB SB Approach EB WB Sl3 HCM Control Delay, s 11.4 3 0 HCM Control Delay, s 8.4 0 76.1 HCM LOS B HCM LOS F Minor Lane/MajorMvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h) 1589 384 1065 HCM Lane V/C Ratio 0.128 0.059 0.027 HCM Control Delay (s) 7.6 15 8.5 HCM Lane LOS A C A HCM 95th %tile Q(veh) 0.4 0.2 0.1 TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 1 Minor Lane/Major Mvmt EBL EBT WBT WBR SBLnl SBLn2 Capacity (veh/h) 1108 42 778 HCM Lane V/C Ratio 0.523 1.082 0.214 HCM Control Delay (s) 11.8 $ 314.4 10.9 HCM Lane LOS B F B HCM 95th %tile Q(veh) 3.1 4.4 0.8 Notes -: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined ': All major volume in platoon TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 2 30: Kirkwood Blvd & Driveway 2 2017 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Int Delay, s/veh 1.2 Movement -1 EBL EBR NBL NBT SBT SBR Traffic Vol, veh/h 17 9 62 249 169 125 Future Vol, veh/h 17 9 62 249 169 125 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None None Storage Length 0 100 150 - 150 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 18 10 67 271 184 136 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 454 92 184 0 0 Stage 1 184 - - - - Stage 2 270 - - Critical Hdwy 6.84 6.94 4.14 Critical Hdwy Stg 1 5.84 - - Critical Hdwy Stg 2 5.84 - - Follow-up Hdwy 3.52 3.32 2.22 Pot Cap-1 Maneuver 535 947 1388 Stage 1 829 - - Stage 2 751 - - Platoon blocked, Mov Cap-1 Maneuver 509 947 1388 Mov Cap-2 Maneuver 509 - - Stage 1 829 Stage 2 715 Approach EB NB SB HCM Control Delay, s 11.1 1.5 0 HCM LOS B Minor Lane/MajorMvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h) 1388 509 947 HCM Lane V/C Ratio 0.049 0.036 0.01 HCM Control Delay (s) 7.7 12.3 8.8 HCM Lane LOS A B A HCM 95th %tile Q(veh) 0.2 0.1 0 TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 3 16: SH-114 SB Frontage Rd/SH-114 SB Off -Ramp & Dove Rd 2017 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Group = EBL EST EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations tT+ +Tt ►j r{ Traffic Volume (vph) 0 152 262 355 1095 0 0 0 0 90 128 111 Future Volume (vph) 0 152 262 355 1095 0 0 0 0 90 128 111 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 0 158 273 370 1141 0 0 0 0 94 133 116 Shared Lane Traffic (°!°) 10% Lane Group Flow (vph) 0 431 0 0 1511 0 0 0 0 85 258 0 Turn Type NA pm+pt NA Perm NA Protected Phases 2 1 12 4 Permitted Phases 12 4 Detector Phase 2 1 12 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 9.5 22.5 22.5 Total Split (s) 25.0 15.0 40.0 40.0 Total Split (%) 31.3% 18.8 % 50.0 % 50.0% Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 Lead/Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max None None None Act Effct Green (s) 44.5 55.0 11.5 11.5 Actuated g/C Ratio 0.56 0.69 0.14 0.14 v/c Ratio 0.23 0.80 0.37 0.54 Control Delay 3.9 7.2 34.6 32.4 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 3.9 7.2 34.6 32.4 LOS A A C C Approach Delay 3.9 7.2 32.9 Approach LOS A A C Queue Length 50th (ft) 17 7 42 59 Queue Length 95th (ft) 44 #171 83 92 Internal Link Dist (ft) 224 394 1722 1376 Turn Bay Length (ft) 240 Base Capacity (vph) 1903 1884 714 1415 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.23 0.80 0.12 0.18 Intersection Summary Cycle Length: 80 Actuated Cycle Length: 80 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 70 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.85 2/8/2016 Synchro 9 Report MS Page 1 16: SH-114 SB Frontage Rd/SH-114 SB Off -Ramp & Dove Rd 2017 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Grouper 06 e8 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 5 6 8 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 10.0 30.0 40.0 Total Split (%) 13% 38% 50% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode None C-Min Max Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 2/8/2016 Synchro 9 Report MS Page 2 16: SH-114 SIB Frontage Rd/SH-114 SIB Off -Ramp & Dove Rd 2017 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Signal Delay: 10.4 Intersection LOS: B Intersection Capacity Utilization 70.9 % ICU Level of Service C Analysis Period (min)15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 16: SH-114 SIB Frontage Rd/SH-114 SIB Off -Ramp & Dove Rd #16 # 16 #16 I1 F I *� =19 F 19: SH-114 NB Frontage Rd/SH-114 NB On -Ramp & Dove Rd 2017 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM -'*,-,* r- 4- T/,. ti 1 -' Lane Group L EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +Tt 0 ) 4T+ Traffic Volume (vph) 47 197 0 0 651 143 783 1009 116 0 0 0 Future Volume (vph) 47 197 0 0 651 143 783 1009 116 0 0 0 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Adj. Flow (vph) 47 199 0 0 658 144 791 1019 117 0 0 0 Shared Lane Traffic (%) 20°% Lane Group Flow (vph) 0 246 0 0 802 0 633 1294 0 0 0 0 Turn Type pm+pt NA NA Perm NA Protected Phases 5 56 6 8 Permitted Phases 56 8 Detector Phase 5 56 6 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 22.5 Total Split (s) 10.0 30.0 40.0 40.0 Total Split (%) 12.5 % 37.5 % 50.0% 50.0% JIM Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes - Recall Mode None C-Min Max Max Act Effct Green (s) 29.3 23.8 37.2 37.2 Actuated g/C Ratio 0.37 0.30 0.46 0.46 v/c Ratio 0.25 0.77 0.85 0.83 - Control Delay 13.6 29.8 32.6 25.1 Queue Delay 0.0 0.0 0.0 0.0 - Total Delay 13.6 29.8 32.6 25.1 LOS B C C C Approach Delay 13.6 29.8 27.6 Approach LOS B C C - Queue Length 50th (ft) 30 176 306 307 Queue Length 95th (ft) 53 242 #537 #429 Internal Link Dist (ft) 394 990 1769 1583 Turn Bay Length (ft) Base Capacity (vph) 1052 1120 749 1555 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.23 0.72 0.85 0.83 Intersection Summary Cycle Length: 80 Actuated Cycle Length: 80 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 70 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.85 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 3 MS Page 4 19: SH-114 NB Frontage Rd/SH-114 NB On -Ramp & Dove Rd 2017 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Group 01 o2 e4 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases 1 2 4 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 15.0 25.0 40.0 Total Split (%) 19% 31 % 50 % Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Max None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 19: SH-114 NB Frontage Rd/SH-114 NB On -Ramp & Dove Rd 2017 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Signal Delay: 27.0 Intersection LOS: C Intersection Capacity Utilization 76.8 % ICU Level of Service D Analysis Period (min)15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 19: SH-114 NB Frontage Rd/SH-114 NB On -Ramp & Dove Rd =16 ik16 =1166 l 042 Y 41 40s 25s 19 79 m 19 F aM 1 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 5 MS Page 6 6: SH-114 SB Frontage Rd/SH-114 SB Off -Ramp & Solana2BlYd oodr131AdSite(Signalized) TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Grou(S LBL EST EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations tt ?I ) tt r{ Traffic Volume (vph) 0 231 582 428 355 0 0 0 0 162 2 44 Future Volume (vph) 0 231 582 428 355 0 0 0 0 162 2 44 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Adj. Flow (vph) 0 266 669 492 408 0 0 0 0 186 2 51 Shared Lane Traffic (%) 50% Lane Group Flow (vph) 0 266 669 492 408 0 0 0 0 93 146 0 Turn Type NA Perm pm+pt NA Perm NA Protected Phases 2 1 12 4 Permitted Phases 2 12 4 Detector Phase 2 2 1 12 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 9.5 22.5 22.5 Total Split (s) 28.8 28.8 25.0 36.2 36.2 Total Split (%) 32.0% 32.0 % 27.8 % 40.2 % 40.2% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lag Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max C-Max None Max Max Act Effct Green (s) 25.5 25.5 44.8 49.3 31.7 31.7 Actuated g/C Ratio 0.28 0.28 0.50 0.55 0.35 0.35 v/c Ratio 0.27 0.72 0.73 0.21 0.16 0.13 Control Delay 26.4 7.5 28.2 9.3 21.1 13.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 26.4 7.5 28.2 9.3 21.1 13.2 LOS C A C A C B Approach Delay 12.9 19.6 16.3 Approach LOS B B B Queue Length 50th (ft) 62 0 174 51 39 19 Queue Length 95th (ft) 92 69 m260 m67 74 39 Internal Link Dist (ft) 1216 327 1036 836 Turn Bay Length (ft) 350 Base Capacity (vph) 1001 927 699 1907 567 1129 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.27 0.72 0.70 0.21 0.16 0.13 Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 65 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.81 2/8/2016 Synchro 9 Report MS Page 1 6: SH-114 SB Frontage Rd/SH-114 SB Off -Ramp & Solana2?Bh/d odrEigvdSite(Signalized) TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Group - e5 o6 08 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 5 6 8 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 10.0 22.5 22.5 Total Split (s) 22.0 31.8 36.2 Total Split (%) 24% 35 % 40% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode Max C-Max Max Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 2/8/2016 Synchro 9 Report MS Page 2 6: SH-114 SIB Frontage Rd/SH-114 SIB Off -Ramp & Solana2BIUH agaodr131vdSite(Signalized) TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Signal Delay: 16.2 Intersection LOS: B Intersection Capacity Utilization 75.2 % ICU Level of Service D Analysis Period (min)15 m Volume for 95th percentile queue is metered by upstream signal Splits and Phases: 6: SH-114 SIB Frontage Rd/SH-114 SIB Off -Ramp & Solana Blvd/Kirkwood Blvd 46 1 #6 7A 1 '! p2 #6 ■ 04 26 s 36.2 s �45 p6 Ip8 22s 36.2 8: SH-114 NB Off-Ramp/SH-114 NB Frontage Rd & KirkwcW161ftbckground + Site(Signalized) TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM -,*,-,* r- 4- T/P. ti 1 -' Lane Group ESL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations V1 tt tt ?I Vi +Tf+ Traffic Volume (vph) 345 100 0 0 550 505 278 845 38 0 0 0 Future Volume (vph) 345 100 0 0 550 505 278 845 38 0 0 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 363 105 0 0 579 532 293 889 40 0 0 0 Shared Lane Traffic (%) 10°% Lane Group Flow (vph) 363 105 0 0 579 532 264 958 0 0 0 0 Turn Type pm+pt NA NA Free Perm NA Protected Phases 5 56 6 8 Permitted Phases 56 Free 8 Detector Phase 5 56 6 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 22.5 22.5 22.5 Total Split (s) 22.0 31.8 36.2 36.2 Total Split (%) 24.4% 35.3 % 40.2% 40.2% Js Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes - Recall Mode Max C-Max Max Max Act Effct Green (s) 44.8 49.3 27.3 90.0 31.7 31.7 Actuated g/C Ratio 0.50 0.55 0.30 1.00 0.35 0.35 v/c Ratio 0.71 0.05 0.54 0.34 0.47 0.81 - Control Delay 37.5 10.1 28.4 0.6 25.9 32.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 - Total Delay 37.5 10.1 28.4 0.6 25.9 32.7 LOS D B C A C C Approach Delay 31.4 15.1 31.2 Approach LOS C B C Queue Length 50th (ft) 162 13 143 0 126 265 Queue Length 95th (ft) 251 25 195 0 205 348 Internal Link Dist (ft) 327 240 1055 1095 Turn Bay Length (ft) Base Capacity(vph) 514 1938 1073 1583 567 1187 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.71 0.05 0.54 0.34 0.47 0.81 Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 AW Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 65 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.81 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 3 MS Page 4 8: SH-114 NB Off-Ramp/SH-114 NB Frontage Rd & KirkwctM918bckground + Site(Signalized) TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases 1 2 4 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 25.0 28.8 36.2 Total Split (%) 28% 32 % 40 % Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode None C-Max Max Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 8: SH-114 NB Off-Ramp/SH-114 NB Frontage Rd & KirkwcW161ftbckground + Site(Signalized) TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Signal Delay: 24.8 Intersection LOS: C Intersection Capacity Utilization 75.2 % ICU Level of Service D Analysis Period (min)15 M and Phases: 8: SH-114 NB Off-Ramo/SH-114 NB Frontaae Rd & Kirkwood Blvd 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 5 MS Page 6 16: SH-114 SB Frontage Rd/SH-114 SB Off -Ramp & Dove2W 7 Background + Site(Signalized) TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Group EBL EST EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations tT+ +Tt ►j +T + Traffic Volume (vph) 0 152 262 355 1095 0 0 0 0 90 128 111 Future Volume (vph) 0 152 262 355 1095 0 0 0 0 90 128 111 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 0 158 273 370 1141 0 0 0 0 94 133 116 Shared Lane Traffic (°!°) 10% Lane Group Flow (vph) 0 431 0 0 1511 0 0 0 0 85 258 0 Turn Type NA pm+pt NA Perm NA Protected Phases 2 1 12 4 Permitted Phases 12 4 Detector Phase 2 1 12 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 9.5 22.5 22.5 Total Split (s) 25.0 15.0 40.0 40.0 Total Split (%) 31.3% 18.8 % 50.0 % 50.0% Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 Lead/Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max None None None Act Effct Green (s) 44.5 55.0 11.5 11.5 Actuated g/C Ratio 0.56 0.69 0.14 0.14 v/c Ratio 0.23 0.80 0.37 0.54 Control Delay 3.9 7.2 34.6 32.4 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 3.9 7.2 34.6 32.4 LOS A A C C Approach Delay 3.9 7.2 32.9 Approach LOS A A C Queue Length 50th (ft) 17 7 42 59 Queue Length 95th (ft) 44 #171 83 92 Internal Link Dist (ft) 224 394 1722 1376 Turn Bay Length (ft) 240 Base Capacity (vph) 1903 1884 714 1415 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.23 0.80 0.12 0.18 Intersection Summary Cycle Length: 80 Actuated Cycle Length: 80 .00000or- Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 70 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.85 2/8/2016 Synchro 9 Report MS Page 7 16: SH-114 SB Frontage Rd/SH-114 SB Off -Ramp & Dove2W 7 Background + Site(Signalized) TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Grouper 06 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 5 6 8 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 10.0 30.0 40.0 Total Split (%) 13% 38% 50% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode None C-Min Max Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 2/8/2016 Synchro 9 Report MS Page 8 16: SH-114 SB Frontage Rd/SH-114 SB Off -Ramp & Dove2W 7 Background + Site(Signalized) TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Signal Delay: 10.5 Intersection LOS: B Intersection Capacity Utilization 70.9 % ICU Level of Service C Analysis Period (min)15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 16: SH-114 SB Frontage Rd/SH-114 SB Off -Ramp & Dove Rd #16 # 16 #16 I1 F I *� =19 F 19: SH-114 NB Frontage Rd/SH-114 NB On -Ramp & DOVe2Od7 Background + Site(Signalized) TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM -'*,-,* r- 4- T/P. ti 1 -' Lane Group '�MIL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +Tt 0 ) 4T+ Traffic Volume (vph) 47 197 0 0 651 143 783 1009 116 0 0 0 Future Volume (vph) 47 197 0 0 651 143 783 1009 116 0 0 0 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Adj. Flow (vph) 47 199 0 0 658 144 791 1019 117 0 0 0 Shared Lane Traffic (%) 20°% Lane Group Flow (vph) 0 246 0 0 802 0 633 1294 0 0 0 0 Turn Type pm+pt NA NA Perm NA Protected Phases 5 56 6 8 Permitted Phases 56 8 Detector Phase 5 56 6 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 22.5 Total Split (s) 10.0 30.0 40.0 40.0 Total Split (%) 12.5 % 37.5 % 50.0% 50.0% JIM Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes - Recall Mode None C-Min Max Max Act Effct Green (s) 29.3 23.8 37.2 37.2 Actuated g/C Ratio 0.37 0.30 0.46 0.46 v/c Ratio 0.25 0.77 0.85 0.83 - Control Delay 13.6 27.4 32.6 25.1 Queue Delay 0.0 0.0 0.0 0.0 - Total Delay 13.6 27.4 32.6 25.1 LOS B C C C Approach Delay 13.6 27.4 27.6 Approach LOS B C C - Queue Length 50th (ft) 30 187 306 307 Queue Length 95th (ft) 53 215 #537 #429 Internal Link Dist (ft) 394 990 1769 1583 Turn Bay Length (ft) Base Capacity (vph) 1052 1120 749 1555 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.23 0.72 0.85 0.83 Intersection Summary Cycle Length: 80 Actuated Cycle Length: 80 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 70 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.85 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 9 MS Page 10 19: SH-114 NB Frontage Rd/SH-114 NB On -Ramp & Dove2Od7 Background + Site(Signalized) TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Group 01 o2 e4 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases 1 2 4 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 15.0 25.0 40.0 Total Split (%) 19% 31 % 50 % Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Max None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 2/8/2016 Synchro 9 Report MS Page 11 19: SH-114 NB Frontage Rd/SH-114 NB On -Ramp & Dove2Od7 Background + Site(Signalized) TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Signal Delay: 26.4 Intersection LOS: C Intersection Capacity Utilization 76.8 % ICU Level of Service D Analysis Period (min)15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 19: SH-114 NB Frontage Rd/SH-114 NB On -Ramp & Dove Rd =16 ik16 =1166 l 042 Y 41 40s 25s 19 79 m 19 F aM 1 2/8/2016 MS Synchro 9 Report Page 12 22: Dove Rd & Kirkwood Blvd 2017 Background + Site(Signalized) TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM *_ t ti r Lane Grout- EBL EST WBT WBR SBL SBR Lane Configurations I Tt Tj+ Vi ?I Traffic Volume (vph) 142 164 235 201 116 461 Future Volume (vph) 142 164 235 201 116 461 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 158 182 261 223 129 512 Shared Lane Traffic (%) Lane Group Flow (vph) 158 182 484 0 129 512 Turn Type pm+pt NA NA Prot Perm Protected Phases 7 4 8 1 Permitted Phases 4 6 Detector Phase 7 4 8 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 Total Split (s) 16.0 43.0 27.0 37.0 37.0 Total Split(%) 20.0% 53.8% 33.8% 46.3% 46.3% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode None C-Max C-Max None Max Act Effct Green (s) 38.5 38.5 24.6 27.4 32.5 Actuated g/C Ratio 0.48 0.48 0.31 0.34 0.41 v/c Ratio 0.37 0.11 0.41 0.21 0.54 Control Delay 14.0 11.1 13.0 17.3 4.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 14.0 11.1 13.0 17.3 4.0 LOS B B B B A Approach Delay 12.5 13.0 6.7 Approach LOS B B A Queue Length 50th (ft) 50 30 51 40 0 Queue Length 95th (ft) m82 m47 95 76 56 Internal Link Dist (ft) 990 172 351 Turn Bay Length (ft) 100 Base Capacity (vph) 459 1703 1169 719 947 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.34 0.11 0.41 0.18 0.54 Intersection Summary Cycle Length: 80 Actuated Cycle Length: 80 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBT, Start of Green Natural Cycle: 55 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.54 22: Dove Rd & Kirkwood Blvd 2017 Background + Site(Signalized) TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Signal Delay: 10.1 Intersection LOS: B Intersection Capacity Utilization 49.0 % ICU Level of Service A Analysis Period (min)15 m Volume for 95th percentile queue is metered by upstream signal. iplits and Phases: 22: Dove Rd & Kirkwood Blvd �pl -.04 06 07 08 37 s. 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 13 MS Page 14 2: Driveway 4/T W King Rd & Kirkwood Blvd 2017 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Intersection Delay, s/veh 36.9 Intersection LOS E Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Traffic Vol, veh/h 0 57 41 16 0 0 855 135 0 79 0 0 Future Vol, veh/h 0 57 41 16 0 0 855 135 0 79 0 0 Peak Hour Factor 0.92 0.89 0.89 0.92 0.92 0.92 0.89 0.89 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 64 46 17 0 0 961 152 0 86 0 0 Number of Lanes 0 1 2 0 0 0 2 0 0 0 2 0 Approach YVB Opposing Approach WB EB SIB Opposing Lanes 2 3 2 Conflicting Approach Left SIB NB EB Conflicting Lanes Left 2 2 3 Conflicting Approach Right NB SB WB Conflicting Lanes Right 2 2 2 HCM Control Delay 11.4 44.9 13.3 HCM LOS B E B Lane NBLn1 NBLn2 EBLnl E13Ln2 EBLn3 WBLnl WBLn2 SBLnl S13Ln2 Vol Left,% 100% 0% 100% 0% 0% 0% 0% 100% 0% Vol Thru, % 0% 100% 0% 100% 46% 100% 68% 0% 0% Vol Right, % 0% 0% 0% 0% 54% 0% 32% 0% 100% Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 79 0 57 27 30 570 420 14 119 LT Vol 79 0 57 0 0 0 0 14 0 Through Vol 0 0 0 27 14 570 285 0 0 RT Vol 0 0 0 0 16 0 135 0 119 Lane Flow Rate 86 0 64 31 33 640 472 16 134 Geometry Grp 8 8 8 8 8 8 8 8 8 Degree ofUtil(X) 0.201 0 0.144 0.065 0.065 1 0.75 0.036 0.264 Departure Headway (Hd) 8.425 7.928 8.067 7.567 7.19 5.953 5.725 8.291 7.096 Convergence, YIN Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 427 0 444 473 498 608 632 433 507 Service Time 6.166 5.669 5.814 5.314 4.936 3.692 3.464 6.027 4.832 HCM Lane VIC Ratio 0.201 0 0.144 0.066 0.066 1.053 0.747 0.037 0.264 HCM Control Delay 13.3 10.7 12.2 10.8 10A 60.6 23.7 11.3 12.4 HCM Lane LOS B N B B B F C B B HCM 95th-tile Q 0.7 0 0.5 0.2 0.2 15 6.7 0.1 1.1 2: Driveway 4/T W King Rd & Kirkwood Blvd 2017 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT Traffic Vol, veh/h 0 14 0 119 Future Vol, veh/h 0 14 0 119 Peak Hour Factor 0.92 0.89 0.92 0.89 Heavy Vehicles, % 2 2 2 2 Mvmt Flow 0 16 0 134 Number of Lanes 0 0 1 1 Approach S6 Opposing Approach NB Opposing Lanes 2 Conflicting Approach Left WB Conflicting Lanes Left 2 Conflicting Approach Right EB Conflicting Lanes Right 3 HCM Control Delay 12.3 HCM LOS B 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 1 MS Page 2 6: SH-114 SB Frontage Rd/SH-114 SB Off -Ramp & Solana Blvd/Kirkw(i BBdckground + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection1 Intersection Delay, s/veh 36.7 Intersection LOS E Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Traffic Vol, veh/h 0 0 231 582 0 428 355 0 0 0 0 0 Future Vol, veh/h 0 0 231 582 0 428 355 0 0 0 0 0 Peak Hour Factor 0.92 0.87 0.87 0.87 0.92 0.87 0.87 0.87 0.92 0.87 0.87 0.87 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 0 266 669 0 492 408 0 0 0 0 0 Number of Lanes 0 0 2 1 0 1 2 0 0 0 0 0 Approach ) WB Opposing Approach WB EB Opposing Lanes 3 3 Conflicting Approach Left SB Conflicting Lanes Left 3 0 Conflicting Approach Right SB Conflicting Lanes Right 0 3 HCM Control Delay 35.1 44.6 HCM LOS E E Lane EBLn1 EBLn2 EBLn3 WBLn1 WBLn2 WBLn3 SBLn1 SBLn2 SBLn3 Vol Left,% 0% 0% 0% 100% 0% 0% 100% 99% 0% Vol Thru, % 100% 100% 0% 0% 100% 100% 0% 1% 2% Vol Right, % 0% 0% 100% 0% 0% 0% 0% 0% 98% Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 116 116 582 428 178 178 81 82 45 LT Vol 0 0 0 428 0 0 81 81 0 Through Vol 116 116 0 0 178 178 0 1 1 RT Vol 0 0 582 0 0 0 0 0 44 Lane Flow Rate 133 133 669 492 204 204 93 94 52 Geometry Grp 8 8 8 8 8 8 7 7 7 Degree ofUtil(X) 0,277 0.277 0.944 1 0.422 0,323 0.221 0.224 0.106 Departure Headway (Hd) 7.505 7.505 5.078 7.963 7.455 5.693 8.551 8.545 7.376 Convergence, YIN Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 477 477 709 458 486 635 418 418 483 Service Time 5.291 5.291 2.865 5.663 5,155 3.393 6.337 6.331 5.162 HCM Lane VIC Ratio 0.279 0.279 0.944 1.074 0.42 0.321 0.222 0.225 0.108 HCM Control Delay 13.2 13.2 43.8 70.5 15.5 11.1 13.8 13.8 11 HCM Lane LOS B B E F C B B B B HCM 95th-tile Q 1.1 1.1 13.5 13 2.1 1.4 0.8 0.8 0.4 6: SH-114 SB Frontage Rd/SH-114 SB Off -Ramp & Solana Blvd/KirkwiJi0j BBdckground + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR - Traffic Vol, veh/h 0 162 2 44 Future Vol, veh/h 0 162 2 44 Peak Hour Factor 0.92 0.87 0.87 0.87 Heavy Vehicles, % 2 2 2 2 Mvmt Flow 0 186 2 51 Number of Lanes 0 1 2 0 Approach S' Opposing Approach Opposing Lanes 0 Conflicting Approach Left WB Conflicting Lanes Left 3 Conflicting Approach Right EB Conflicting Lanes Right 3 HCM Control Delay 13.2 HCM LOS B 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 3 MS Page 4 8: SH-114 NB Off-Ramp/SH-114 NB Frontage Rd & Kirkwood Blvd 2017 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection1 Intersection Delay, s/veh 61.8 Intersection LOS F Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Traffic Vol, veh/h 0 345 100 0 0 0 550 505 0 278 845 38 Future Vol, veh/h 0 345 100 0 0 0 550 505 0 278 845 38 Peak Hour Factor 0.92 0.95 0.95 0.95 0.92 0.95 0.95 0.95 0.92 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 363 105 0 0 0 579 532 0 293 889 40 Number of Lanes 0 1 2 0 0 0 2 1 0 1 2 0 Approach NB Opposing Approach WB EB Opposing Lanes 3 3 0 Conflicting Approach Left NB EB Conflicting Lanes Left 0 3 3 Conflicting Approach Right NB WB Conflicting Lanes Right 3 0 3 HCM Control Delay 73.1 54.8 63.9 HCM LOS F F F Lane NBLn1 NBLn2 NBLn3 EBLnl EBLn2 EBLn3 WBLnl WBLn2 WBLn3 Vol Left,% 100% 6% 0% 100% 0% 0% 0% 0% 0% Vol Thru, % 0% 94% 92% 0% 100% 100% 100% 100% 0% Vol Right, % 0% 0% 8% 0% 0% 0% 0% 0% 100% Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 250 450 461 345 50 50 275 275 505 LT Vol 250 28 0 345 0 0 0 0 0 Through Vol 0 422 423 0 50 50 275 275 0 RT Vol 0 0 38 0 0 0 0 0 505 Lane Flow Rate 263 474 485 363 53 53 289 289 532 Geometry Grp 7 7 7 8 8 8 8 8 8 Degree ofUtil(X) 0.668 1 1 1 0,173 0.148 0.798 0.798 1 Departure Headway (Hd) 9.129 8.663 8.575 12.351 11.852 10.124 9.919 9.919 7.493 Convergence, YIN Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 398 422 427 298 304 355 368 368 489 Service Time 6.848 6.382 6.294 10.086 9.587 7.859 7.644 7.644 5.218 HCM Lane VIC Ratio 0.661 1.123 1.136 1.218 0.174 0.149 0.785 0.785 1.088 HCM Control Delay 28.4 73.9 73.5 89.7 17.1 14.6 42.3 42.3 68.4 HCM Lane LOS D F F F C B E E F HCM 95th-tile Q 4.7 12.5 12.5 10.4 0.6 0.5 6.8 6.8 13.4 8: SH-114 NB Off-Ramp/SH-114 NB Frontage Rd & Kirkwood Blvd 2017 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT Traffic Vol, veh/h 0 0 0 0 Future Vol, veh/h 0 0 0 0 Peak Hour Factor 0.92 0.95 0.95 0.95 Heavy Vehicles, % 2 2 2 2 Mvmt Flow 0 0 0 0 Number of Lanes 0 0 0 0 Approach Opposing Approach Opposing Lanes Conflicting Approach Left Conflicting Lanes Left Conflicting Approach Right Conflicting Lanes Right HCM Control Delay HCM LOS 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 5 MS Page 6 14: Kirkwood Blvd & Driveway 1 2017 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Int Delay, s/veh 4.4 22: Dove Rd & Kirkwood Blvd 2017 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection -Roomy" Int Delay, s/veh 10.1 Movement -1 EBL EBR NBL NBT SBT SBR Movement � EBL EBT WBT WBR SBL SBR - Traffic Vol, veh/h 132 159 32 264 337 27 Traffic Vol, veh/h 142 164 235 201 116 461 Future Vol, veh/h 132 159 32 264 337 27 Future Vol, veh/h 142 164 235 201 116 461 Conflicting Peds, #Ihr 0 0 0 0 0 0 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free Sign Control Free Free Free Free Stop Stop RT Channelized - None - None None RT Channelized - None None - None Storage Length 0 100 150 - - 150 Storage Length 100 - 0 0 Veh in Median Storage, # 0 - - 0 0 - Veh in Median Storage, # - 0 0 1 - Grade, % 0 - - 0 0 - Grade, % - 0 0 0 - Peak Hour Factor 92 92 92 92 92 92 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles,% 2 2 2 2 2 2 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 143 173 35 287 366 29 Mvmt Flow 158 182 261 223 129 512 Major/Minor Minor2 Majorl Majorl Major/Minor Majorl Conflicting Flow All 579 183 366 0 0 Conflicting Flow All 484 0 - 0 780 242 Stage 1 366 - - - - Stage 1 - - 373 - Stage 2 213 - - Stage 2 - 407 - Critical Hdwy 6.84 6.94 4.14 Critical Hdwy 4.14 6.84 6.94 - Critical Hdwy Stg 1 5.84 - - Critical Hdwy Stg 1 5.84 - Critical Hdwy Stg 2 5.84 - - Critical Hdwy Stg 2 - 5,84 - Follow-up Hdwy 3.52 3.32 2.22 Follow-up Hdwy 2.22 3.52 3.32 Pot Cap-1 Maneuver 446 828 1189 Pot Cap-1 Maneuver 1075 332 759 Stage 1 672 - - Stage 1 - 666 - Stage 2 802 - - Stage 2 - 641 - Platoon blocked, % Platoon blocked, % Mov Cap-1 Maneuver 433 828 1189 Mov Cap-1 Maneuver 1075 283 759 Mov Cap-2 Maneuver 433 - - Mov Cap-2 Maneuver - 283 Stage 1 672 Stage 1 666 Stage 2 778 Stage 2 547 Approach EB NB SB Approach EB WB SEI HCM Control Delay, s 13.6 0.9 0 HCM Control Delay, s 4.1 0 20.8 HCM LOS B HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLnl EBLn2 SBT SBR Minor Lane/Major Mvmt EBL EBT WBT WBR SBLnl SBLn2 Capacity (veh/h) 1189 433 828 Capacity (veh/h) 1075 283 759 HCM Lane V/C Ratio 0.029 0.331 0.209 HCM Lane V/C Ratio 0.147 0.455 0.675 HCM Control Delay (s) 8.1 17.4 10.5 HCM Control Delay (s) 8.9 27.9 19 HCM Lane LOS A C B HCM Lane LOS A D C HCM 95th %tile Q(veh) 0.1 1.4 0.8 HCM 95th %tile Q(veh) 0.5 2.2 5.3 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 1 MS Page 2 30: Kirkwood Blvd & Driveway 2 2017 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Int Delay, s/veh 2.6 Movement -1 EBL EBR NBL NBT SBT SBR Traffic Vol, veh/h 106 53 11 386 311 22 Future Vol, veh/h 106 53 11 386 311 22 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None None Storage Length 0 100 150 - - 150 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 115 58 12 420 338 24 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 572 169 338 0 0 Stage 1 338 - - - - Stage 2 234 - - Critical Hdwy 6.84 6.94 4.14 Critical Hdwy Stg 1 5.84 - - Critical Hdwy Stg 2 5.84 - - Follow-up Hdwy 3.52 3.32 2.22 Pot Cap-1 Maneuver 450 845 1218 Stage 1 694 - - Stage 2 783 - - Platoon blocked, Mov Cap-1 Maneuver 446 845 1218 Mov Cap-2 Maneuver 446 - - Stage 1 694 Stage 2 775 Approach EB NB SB HCM Control Delay, s 13.8 0.2 0 HCM LOS B Minor Lane/MajorMvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h) 1218 446 845 HCM Lane V/C Ratio 0.01 0.258 0.068 HCM Control Delay (s) 8 15.9 9.6 HCM Lane LOS A C A HCM 95th %tile Q(veh) 0 1 0.2 2/8/2016 Synchro 9 Report MS Page 3 6: Solana Blvd/Kirkwood Blvd & SH-114 SB Off -Ramp 2022 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Grouf------'TBL EST EBR WBL WBT WBR NBL NBT NBR SBL SW--'SBR Lane Configurations tt r ) tt ) +TT+ Traffic Volume (vph) 0 348 279 341 704 0 0 0 0 496 1 69 Future Volume (vph) 0 348 279 341 704 0 0 0 0 496 1 69 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 378 303 371 765 0 0 0 0 539 1 75 Shared Lane Traffic (%) 50% Lane Group Flow (vph) 0 378 303 371 765 0 0 0 0 269 346 0 Turn Type NA Perm pm+pt NA Perm NA Protected Phases 2 1 12 4 Permitted Phases 2 12 4 Detector Phase 2 2 1 12 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 9.5 22.5 22.5 Total Split (s) 27.4 27.4 15.6 47.0 47.0 Total Split (%) 30.4% 30.4 % 17.3 % 52.2 % 52.2% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lag Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max C-Max None None None Act Effct Green (s) 25.2 25.2 38.8 43.3 37.7 37.7 Actuated g/C Ratio 0.28 0.28 0.43 0.48 0.42 0.42 v/c Ratio 0.38 0.46 0.74 0.45 0.40 0.26 Control Delay 28.5 5.9 28.1 16.3 19.2 14.1 Queue Delay 0.0 0.0 0.0 0.4 0.0 0.0 Total Delay 28.5 5.9 28.1 16.7 19.2 14.1 LOS C A C B B B Approach Delay 18.4 20.4 16.3 Approach LOS B C B Queue Length 50th (ft) 94 0 140 152 107 54 Queue Length 95th (ft) 136 62 #224 189 165 80 Internal Link Dist (ft) 1214 327 1036 836 Turn Bay Length (ft) 350 Base Capacity (vph) 989 660 503 1701 760 1515 Starvation Cap Reductn 0 0 0 441 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.38 0.46 0.74 0.61 0.35 0.23 Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 65 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.74 TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 1 6: Solana Blvd/Kirkwood Blvd & SH-114 SIB Off -Ramp 2022 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Group' 06 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 5 6 8 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 19.5 23.5 47.0 Total Split (%) 22% 26% 52% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Max None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summer TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 2 6: Solana Blvd/Kirkwood Blvd & SH-114 SIB Off -Ramp 2022 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Signal Delay: 18.8 Intersection LOS: B Intersection Capacity Utilization 66.2 % ICU Level of Service C Analysis Period (min)15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 6: Solana Blvd/Kirkwood Blvd & SH-114 SB Off -Ramp #6 =6 #fi ►� F I 15.6 I J27.4s 447s =s s s F � 8: SH-114 NB Off -Ramp & Kirkwood Blvd 2022 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM -'*,-,* r- 4- T/,. ti 1 -' Lane Group - - - - - - - - ML EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations V1 tt tt ?I Vi +Tf+ Traffic Volume (vph) 143 703 0 0 407 71 639 136 539 0 0 0 Future Volume (vph) 143 703 0 0 407 71 639 136 539 0 0 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 155 764 0 0 442 77 695 148 586 0 0 0 Shared Lane Traffic (%) 28°% Lane Group Flow (vph) 155 764 0 0 442 77 500 929 0 0 0 0 Turn Type pm+pt NA NA Free Perm NA Protected Phases 5 56 6 8 Permitted Phases 56 Free 8 Detector Phase 5 56 6 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 22.5 Total Split (s) 19.5 23.5 47.0 47.0 Total Split (%) 21.7 % 26.1 % 52.2% 52.2% Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Max None None Act Effct Green (s) 38.8 43.3 23.8 90.0 37.7 37.7 - Actuated g/C Ratio 0.43 0.48 0.26 1.00 0.42 0.42 v/c Ratio 0.32 0.45 0.47 0.05 0.74 0.85dr - Control Delay 21.7 19.6 31.3 0.1 28.8 21.4 Queue Delay 0.0 0.1 0.0 0.0 0.0 0.0 - Total Delay 21.7 19.7 31.3 0.1 28.8 21.4 LOS C B C A C C - Approach Delay 20.0 26.7 24.0 Approach LOS C C C - Queue Length 50th (ft) 56 154 116 0 240 194 Queue Length 95th (ft) 97 193 170 0 354 252 Internal Link Dist (ft) 327 247 1055 1095 Turn Bay Length (ft) a Base Capacity(vph) 484 1701 935 1583 760 1487 Starvation Cap Reductn 0 175 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.32 0.50 0.47 0.05 0.66 0.62 Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 65 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.74 TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 3 MS Page 4 8: SH-114 NB Off -Ramp & Kirkwood Blvd 2022 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 5.0 5.0 5.0 9.5 22.5 22.5 15.6 27.4 47.0 17% 30% 52% 3.5 3.5 3.5 1.0 1.0 1.0 Lead Lag Yes Yes None C-Max None 8: SH-114 NB Off -Ramp & Kirkwood Blvd 2022 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Signal Delay: 23.2 Intersection LOS: C Intersection Capacity Utilization 66.2 % ICU Level of Service C Analysis Period (min)15 dr Defacto Right Lane. Recode with 1 though lane as a right lane. Splits and Phases: 8: SH-114 NB Off -Ramp & Kirkwood Blvd #6 1#6 7�1 �2 -5I + p-0 47 s F ;❑6 `R) as �a 23.5 s 19.51 47 s TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 5 MS Page 6 16: Dove Rd & SH-114 SIB Off -Ramp 2022 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Group EBL EST EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations tT+ +Tt ) r{ Traffic Volume (vph) 0 413 786 99 510 0 0 0 0 149 135 68 Future Volume (vph) 0 413 786 99 510 0 0 0 0 149 135 68 Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Adj. Flow (vph) 0 498 947 119 614 0 0 0 0 180 163 82 Shared Lane Traffic (°!°) 21 % Lane Group Flow (vph) 0 1445 0 0 733 0 0 0 0 142 283 0 Turn Type NA pm+pt NA Perm NA Protected Phases 2 1 21 4 Permitted Phases 21 4 Detector Phase 2 1 21 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 9.5 22.5 22.5 Total Split (s) 57.5 9.5 23.0 23.0 Total Split (%) 63.9% 10.6 % 25.6 % 25.6% Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 Lead/Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max None None None Act Effct Green (s) 58.1 63.1 13.4 13.4 Actuated g/C Ratio 0.65 0.70 0.15 0.15 v/c Ratio 0.65 0.49 0.60 0.54 Control Delay 8.2 4.5 45.4 31.2 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 8.2 4.5 45.4 31.2 LOS A A D C Approach Delay 8.2 4.5 36.0 Approach LOS A A D Queue Length 50th (ft) 149 16 84 65 Queue Length 95th (ft) 211 54 128 90 Internal Link Dist (ft) 224 394 1722 1376 Turn Bay Length (ft) 240 Base Capacity (vph) 2226 1482 330 707 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.65 0.49 0.43 0.40 Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 60 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.65 TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 7 16: Dove Rd & SH-114 SB Off -Ramp 2022 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Group o6 08 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 5 6 8 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 9.5 47.5 33.0 Total Split (%) 11 % 53% 37% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Min Max Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summer TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 8 16: Dove Rd & SH-114 SIB Off -Ramp 2022 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Signal Delay: 11.7 Intersection LOS: B Intersection Capacity Utilization 71.8 % ICU Level of Service C Analysis Period (min)15 19: SH-114 NB Frontage Rd & Dove Rd 2022 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM -,*,-,* r- 4- T/,. ti 1 -' Lane Group L EST EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +Tt 0 ►j q + Traffic Volume (vph) 79 474 0 0 357 94 263 119 370 0 0 0 Future Volume (vph) 79 474 0 0 357 94 263 119 370 0 0 0 Peak Hour Factor 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 Adj. Flow (vph) 99 593 0 0 446 118 329 149 463 0 0 0 Shared Lane Traffic (%) 10°% Lane Group Flow (vph) 0 692 0 0 564 0 296 645 0 0 0 0 Turn Type pm+pt NA NA Perm NA Protected Phases 5 65 6 8 Permitted Phases 65 8 Detector Phase 5 65 6 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 22.5 Total Split (s) 9.5 47.5 33.0 33.0 Total Split (%) 10.6 % 52.8 % 36.7% 36.7% AN Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 Lead/Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes - Recall Mode None C-Min Max Max Act Effct Green (s) 48.0 26.8 28.5 28.5 Actuated g/C Ratio 0.53 0.30 0.32 0.32 v/c Ratio 0.43 0.53 0.58 0.57 - Control Delay 11.1 18.7 31.3 17.1 Queue Delay 0.0 0.0 0.0 0.0 - Total Delay 11.1 18.7 31.3 17.1 LOS B B C B - Approach Delay 11.1 18.7 21.6 Approach LOS B B C Queue Length 50th (ft) 109 69 153 96 Queue Length 95th (ft) 91 60 210 123 Internal Link Dist (ft) 394 990 1769 1583 Turn Bay Length (ft) Base Capacity (vph) 1754 1664 509 1131 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.39 0.34 0.58 0.57 Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 60 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.65 TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 9 MS Page 10 19: SH-114 NB Frontage Rd & Dove Rd 2022 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Group of o2 o4 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases 1 2 4 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 9.5 57.5 23.0 Total Split (%) 11 % 64% 26 % Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Max None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 19: SH-114 NB Frontage Rd & Dove Rd 2022 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Signal Delay: 17.5 Intersection LOS: B Intersection Capacity Utilization 54.7% ICU Level of Service A Analysis Period (min)15 Splits and Phases: 19: SH-114 NB Frontage Rd & Dove Rd #]jb #16 #16 57.5 s # 9 19 'Iqa *oa' rR1 =19 5 47. 4 s TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 11 MS Page 12 22: Dove Rd & Kirkwood Blvd 2022 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM *_ t ti r Lane Grout- EBL EST WBT WBR SBL SBR Lane Configurations I Tt Tj+ Vi ?I Traffic Volume (vph) 482 209 285 115 43 143 Future Volume (vph) 482 209 285 115 43 143 Peak Hour Factor 0.77 0.77 0.77 0.77 0.77 0.77 Adj. Flow (vph) 626 271 370 149 56 186 Shared Lane Traffic (%) Lane Group Flow (vph) 626 271 519 0 56 186 Turn Type pm+pt NA NA Prot Perm Protected Phases 7 4 8 1 Permitted Phases 4 6 Detector Phase 7 4 8 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 9.5 Total Split (s) 44.0 71.4 27.4 18.6 18.6 Total Split (%) 48.9% 79.3% 30.4 % 20.7% 20.7% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode None C-Max C-Max None None Act Effct Green (s) 72.5 72.5 45.2 8.5 8.5 Actuated g/C Ratio 0.81 0.81 0.50 0.09 0.09 v/c Ratio 0.74 0.10 0.30 0.34 0.59 Control Delay 14.5 4.3 14.8 42.6 13.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 14.5 4.3 14.8 42.6 13.8 LOS B A B D B Approach Delay 11.4 14.8 20.5 Approach LOS B B C Queue Length 50th (ft) 191 28 72 30 0 Queue Length 95th (ft) 217 38 131 54 35 Internal Link Dist (ft) 990 172 351 Turn Bay Length (ft) 100 Base Capacity (vph) 1040 2850 1732 277 404 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.60 0.10 0.30 0.20 0.46 Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBT, Start of Green Natural Cycle: 55 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.74 TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 13 22: Dove Rd & Kirkwood Blvd 2022 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Signal Delay: 13.8 Intersection LOS: B Intersection Capacity Utilization 53.7% ICU Level of Service A Analysis Period (min)15 Splits and Phases: 22: Dove Rd & Kirkwood Blvd \4.01 1 --k4 `R' IF 71. ■ F 06 f , 05 `R', TIA for Wilks Tract Development in Southlake, Texas MS Synchro 9 Report Page 14 2: Driveway 4/T W King Rd & Kirkwood Blvd 2022 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Intersection Delay, s/veh 29 Intersection LOS D Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Traffic Vol, veh/h 0 32 690 93 0 0 78 9 0 13 0 0 Future Vol, veh/h 0 32 690 93 0 0 78 9 0 13 0 0 Peak Hour Factor 0.92 0.91 0.91 0.92 0.92 0.92 0.91 0.91 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 35 758 101 0 0 86 10 0 14 0 0 Number of Lanes 0 1 2 0 0 0 2 0 0 0 2 0 Approach - -PR$ Opposing Approach WB EB SIB Opposing Lanes 2 3 2 Conflicting Approach Left SIB NB EB Conflicting Lanes Left 2 2 3 Conflicting Approach Right NB SB WB Conflicting Lanes Right 2 2 2 HCM Control Delay 35.7 12.1 12.3 HCM LOS E B B Lane NBLn1 NBLn2 EBLnl E13Ln2 EBLn3 WBLnl WBLn2 SBLnl S13Ln2 Vol Left,% 100% 0% 100% 0% 0% 0% 0% 100% 0% Vol Thru, % 0% 100% 0% 100% 71% 100% 74% 0% 0% Vol Right, % 0% 0% 0% 0% 29% 0% 26% 0% 100% Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 13 0 32 460 323 52 35 102 341 LT Vol 13 0 32 0 0 0 0 102 0 Through Vol 0 0 0 460 230 52 26 0 0 RT Vol 0 0 0 0 93 0 9 0 341 Lane Flow Rate 14 0 35 505 354 57 38 112 375 Geometry Grp 8 8 8 8 8 8 8 8 8 Degree ofUtil(X) 0.036 0 0.07 0.929 0.63 0.133 0.088 0.243 0.686 Departure Headway (Hd) 9.272 8.76 7.121 6.613 6.408 8.382 8.196 7.801 6.594 Convergence, YIN Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 388 0 500 546 559 430 440 457 543 Service Time 6.98 6.468 4.905 4.397 4.192 6.082 5.896 5.595 4.387 HCM Lane VIC Ratio 0.036 0 0.07 0.925 0.633 0.133 0.086 0.245 0.691 HCM Control Delay 12.3 11.5 10.4 48.7 %6 12.4 11.7 13.1 22.7 HCM Lane LOS B N B E C B B B C HCM 95th-tile Q 0.1 0 0.2 11.5 4.4 0.5 0.3 0.9 5.2 TIA for Wilks Tract Development in Southlake, Texas MS 2: Driveway 4/T W King Rd & Kirkwood Blvd 2022 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBf Traffic Vol, veh/h 0 102 0 341 Future Vol, veh/h 0 102 0 341 Peak Hour Factor 0.92 0.91 0.92 0.91 Heavy Vehicles, % 2 2 2 2 Mvmt Flow 0 112 0 375 Number of Lanes 0 0 1 1 Approach Sb' Opposing Approach NB Opposing Lanes 2 Conflicting Approach Left WB Conflicting Lanes Left 2 Conflicting Approach Right EB Conflicting Lanes Right 3 HCM Control Delay 20.5 HCM LOS C Synchro 9 Report TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report Page 1 MS Page 2 14: Kirkwood Blvd & Driveway 1 2022 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Int Delay, s/veh 2.6 30: Kirkwood Blvd & Driveway 2 2022 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Int Delay, s/veh 1.2 Movement -1 EBL EBR NBL NBT SBT SBR Movement EBL Traffic Vol, veh/h 21 26 187 330 27 156 Traffic Vol, veh/h 17 9 62 289 174 125 Future Vol, veh/h 21 26 187 330 27 156 Future Vol, veh/h 17 9 62 289 174 125 Conflicting Peds, #Ihr 0 0 0 0 0 0 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free Sign Control Stop Stop Free Free Free Free RT Channelized - None - None None RT Channelized - None - None None Storage Length 0 100 150 - 150 Storage Length 0 100 150 - - 150 Veh in Median Storage, # 0 - - 0 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 23 28 203 359 29 170 Mvmt Flow 18 10 67 314 189 136 Major/Minor Minor2 Majorl Major2 Major/Minor Minot Majorl Major2 Conflicting Flow All 615 15 29 0 0 Conflicting Flow All 481 95 189 0 0 Stage 1 29 - - - Stage 1 189 - - - - Stage 2 586 - - Stage 2 292 - - Critical Hdwy 6.84 6.94 4.14 Critical Hdwy 6.84 6.94 4.14 Critical Hdwy Stg 1 5.84 - - Critical Hdwy Stg 1 5.84 - Critical Hdwy Stg 2 5.84 - - Critical Hdwy Stg 2 5.84 - - Follow-up Hdwy 3.52 3.32 2.22 Follow-up Hdwy 3.52 3.32 2.22 Pot Cap-1 Maneuver 423 1061 1582 Pot Cap-1 Maneuver 514 943 1382 Stage 1 990 - - Stage 1 824 - - Stage 2 519 - - Stage 2 732 - - Platoon blocked, % Platoon blocked, % Mov Cap-1 Maneuver 369 1061 1582 Mov Cap-1 Maneuver 489 943 1382 Mov Cap-2 Maneuver 441 - - Mov Cap-2 Maneuver 489 - - Stage 1 990 Stage 1 824 Stage 2 452 Stage 2 697 Approach EB NB SB Approach EB NB SB HCM Control Delay, s 10.8 2.8 0 HCM Control Delay, s 11.4 1.4 0 HCM LOS B HCM LOS B Minor Lane/MajorMvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h) 1582 441 1061 HCM Lane V/C Ratio 0.128 0.052 0.027 HCM Control Delay (s) 7.6 13.6 8.5 HCM Lane LOS A B A HCM 95th %tile Q(veh) 0.4 0.2 0.1 TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 1 Minor Lane/MajorMvmt NBL NBT EBLn I EBLn2 SBT SBR Capacity (veh/h) 1382 489 943 HCM Lane V/C Ratio 0.049 0.038 0.01 HCM Control Delay (s) 7.7 12.7 8.9 HCM Lane LOS A B A HCM 95th %tile Q(veh) 0.2 0.1 0 TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 2 37: Driveway 5 & Kirkwood Blvd 2022 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection _qqEIWr_ Int Delay, s/veh 0.5 40: Driveway 6 & Kirkwood Blvd 2022 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Int Delay, s/veh 0.6 Movement :T� EBT EBR WBL WBT NBL NBR Movement EBT EBR WBL WBT NBL Traffic Vol, veh/h 1169 35 2 430 25 2 Traffic Vol, veh/h 1203 39 2 454 28 1 Future Vol, veh/h 1169 35 2 430 25 2 Future Vol, veh/h 1203 39 2 454 28 1 Conflicting Peds, #Ihr 0 0 0 0 0 0 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop Sign Control Free Free Free Free Stop Stop RT Channelized None None - None RT Channelized None - None - None Storage Length - 0 Storage Length 100 - 0 Veh in Median Storage, # 0 0 0 Veh in Median Storage, # 0 - 0 0 Grade, % 0 0 0 - Grade, % 0 - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 1271 38 2 467 27 2 Mvmt Flow 1308 42 2 493 30 1 Major/Minor Majorl Major2 Minorl Major/Minor Majorl Minorl Conflicting Flow All 0 0 1309 0 1481 654 Conflicting Flow All 0 0 1350 0 1531 675 Stage 1 - - - - 1290 - Stage 1 - - - - 1329 - Stage 2 - 191 - Stage 2 - 202 - Critical Hdwy 5.34 5.74 7.14 Critical Hdwy 5.34 5.74 7.14 Critical Hdwy Stg 1 - 6.64 - Critical Hdwy Stg 1 6.64 Critical Hdwy Stg 2 - 6.04 - Critical Hdwy Stg 2 - 6.04 - Follow-up Hdwy 3.12 3.82 3.92 Follow-up Hdwy 3.12 3.82 3.92 Pot Cap-1 Maneuver 277 176 351 Pot Cap-1 Maneuver 264 166 340 Stage 1 - 160 - Stage 1 - 152 - Stage 2 - 756 - Stage 2 - 746 - Platoon blocked, % Platoon blocked, % Mov Cap-1 Maneuver 277 174 351 Mov Cap-1 Maneuver 264 165 340 Mov Cap-2 Maneuver - 174 Mov Cap-2 Maneuver - 165 - Stage 1 160 Stage 1 152 Stage 2 748 Stage 2 740 Approach EB WB Approach EB WB NB HCM Control Delay, s 0 0.2 28.7 HCM Control Delay, s 0 0.1 31.3 HCM LOS D HCM LOS D Minor Lane/Major Mvmt NBLnl EBT EBR WBL WBT Capacity (veh/h) 181 277 HCM Lane V/C Ratio 0.162 0.008 HCM Control Delay (s) 28.7 18.1 0.1 HCM Lane LOS D C A HCM 95th %tile Q(veh) 0.6 0 - TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 3 Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 168 264 HCM Lane V/C Ratio 0.188 0.008 HCM Control Delay (s) 31.3 18.8 HCM Lane LOS D C HCM 95th %tile Q(veh) 0.7 0 TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 4 6: Solana Blvd/Kirkwood Blvd & SH-114 SB Off -Ramp 2022 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Grouf------'TBL EST EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations tt ?I ) tt ) r{ Traffic Volume (vph) 0 274 675 514 410 0 0 0 0 223 2 51 Future Volume (vph) 0 274 675 514 410 0 0 0 0 223 2 51 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Adj. Flow (vph) 0 315 776 591 471 0 0 0 0 256 2 59 Shared Lane Traffic (%) 50% Lane Group Flow (vph) 0 315 776 591 471 0 0 0 0 128 189 0 Turn Type NA Perm pm+pt NA Perm NA Protected Phases 2 1 12 4 Permitted Phases 2 12 4 Detector Phase 2 2 1 12 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 9.5 22.5 22.5 Total Split (s) 34.0 34.0 26.0 40.0 40.0 Total Split (%) 34.0% 34.0 % 26.0 % 40.0 % 40.0 % Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lag Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max C-Max None Max Max Act Effct Green (s) 29.5 29.5 51.0 55.5 35.5 35.5 Actuated g/C Ratio 0.30 0.30 0.51 0.56 0.36 0.36 v/c Ratio 0.30 0.79 0.90 0.24 0.22 0.16 Control Delay 28.3 9.9 45.7 10.5 24.0 15.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 28.3 9.9 45.7 10.5 24.0 15.5 LOS C A D B C B Approach Delay 15.2 30.1 18.9 Approach LOS B C B Queue Length 50th (ft) 81 18 269 64 62 30 Queue Length 95th (ft) 114 117 m#401 m91 107 53 Internal Link Dist (ft) 1216 327 1036 836 Turn Bay Length (ft) 350 Base Capacity (vph) 1044 985 660 1964 571 1147 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 10 21 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.30 0.79 0.90 0.24 0.23 0.17 Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 75 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.95 2/8/2016 Synchro 9 Report MS Page 1 6: Solana Blvd/Kirkwood Blvd & SH-114 SIB Off -Ramp 2022 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Group' 06 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 5 6 8 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 10.0 22.5 22.5 Total Split (s) 25.0 35.0 40.0 Total Split (%) 25% 35 % 40% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode Max C-Max Max Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 2/8/2016 Synchro 9 Report MS Page 2 6: Solana Blvd/Kirkwood Blvd & SH-114 SIB Off -Ramp 2022 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Signal Delay: 22.1 Intersection LOS: C Intersection Capacity Utilization 87.0 % ICU Level of Service E Analysis Period (min)15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 6: Solana Blvd/Kirkwood Blvd & SH-114 SB Off -Ramp 46 #6 7�t ❑6 26 s 34 s 9(7 s } F 66 I 8 - 25s s 9os 8: SH-114 NB Off -Ramp & Kirkwood Blvd 2022 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM -'*,-,* r- 4- T/,. ti 1 -' Lane Group - - - - - - - - ML EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations V1 tt tt ?I Vi +Tf+ Traffic Volume (vph) 400 158 0 0 654 592 322 979 67 0 0 0 Future Volume (vph) 400 158 0 0 654 592 322 979 67 0 0 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 421 166 0 0 688 623 339 1031 71 0 0 0 Shared Lane Traffic (%) 10°% Lane Group Flow (vph) 421 166 0 0 688 623 305 1136 0 0 0 0 Turn Type pm+pt NA NA Free Perm NA Protected Phases 5 56 6 8 Permitted Phases 56 Free 8 Detector Phase 5 56 6 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 22.5 22.5 22.5 Total Split (s) 25.0 35.0 40.0 40.0 Total Split (%) 25.0% 35.0 % 40.0% 40.0% Js Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes - Recall Mode Max C-Max Max Max Act Effct Green (s) 51.0 55.5 30.5 100.0 35.5 35.5 - Actuated g/C Ratio 0.51 0.56 0.30 1.00 0.36 0.36 v/c Ratio 0.86 0.08 0.64 0.39 0.53 0.95 - Control Delay 55.7 12.0 33.2 0.7 29.9 48.6 Queue Delay 0.0 0.0 0.0 0.0 0.2 10.2 - Total Delay 55.7 12.0 33.2 0.7 30.1 58.8 LOS E B C A C E - Approach Delay 43.3 17.8 52.7 Approach LOS D B D Queue Length 50th (ft) 228 25 198 0 168 381 Queue Length 95th (ft) #353 43 260 0 261 #530 Internal Link Dist (ft) 327 240 1055 1095 Turn Bay Length (ft) Base Capacity(vph) 490 1964 1079 1583 571 1195 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 33 69 Storage Cap Reductn 0 0 0 0 0 0 - Reduced v/c Ratio 0.86 0.08 0.64 0.39 0.57 1.01 Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 75 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.95 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 3 MS Page 4 8: SH-114 NB Off -Ramp & Kirkwood Blvd 2022 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 5.0 5.0 5.0 9.5 22.5 22.5 26.0 34.0 40.0 26 % 34% 40 % 3.5 3.5 3.5 1.0 1.0 1.0 Lead Lag Yes Yes None C-Max Max 8: SH-114 NB Off -Ramp & Kirkwood Blvd 2022 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Signal Delay: 37.4 Intersection LOS: D Intersection Capacity Utilization 87.0 % ICU Level of Service E Analysis Period (min)15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 8: SH-114 NB Off -Ramp & Kirkwood Blvd =6 741 #6 �62 =6 j 14 26s 140S =8 �45 #8 F p6 `R' =8 T48 25. 35 s 90 s 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 5 MS Page 6 16: SH-114 SB Frontage Rd/SH-114 SB Off -Ramp & Dove Rd 2022 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Group = EBL EST EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations tT+ +Tt ) r{ Traffic Volume (vph) 0 182 303 399 1261 0 0 0 0 103 148 136 Future Volume (vph) 0 182 303 399 1261 0 0 0 0 103 148 136 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 0 190 316 416 1314 0 0 0 0 107 154 142 Shared Lane Traffic (°!°) 10% Lane Group Flow (vph) 0 506 0 0 1730 0 0 0 0 96 307 0 Turn Type NA pm+pt NA Perm NA Protected Phases 2 1 12 4 Permitted Phases 12 4 Detector Phase 2 1 12 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 9.5 22.5 22.5 Total Split (s) 29.9 47.6 22.5 22.5 Total Split (%) 29.9% 47.6 % 22.5 % 22.5% Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 Lead/Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max None None None Act Effct Green (s) 30.9 74.0 12.5 12.5 Actuated g/C Ratio 0.31 0.74 0.12 0.12 v/c Ratio 0.42 0.78 0.48 0.64 Control Delay 11.6 8.9 47.7 34.3 Queue Delay 0.0 0.6 0.0 0.0 Total Delay 11.6 9.5 47.7 34.3 LOS B A D C Approach Delay 11.6 9.5 37.5 Approach LOS B A D Queue Length 50th (ft) 46 54 63 70 Queue Length 95th (ft) 97 288 114 111 Internal Link Dist (ft) 224 394 1722 1376 Turn Bay Length (ft) 240 Base Capacity (vph) 1209 2206 289 645 Starvation Cap Reductn 0 173 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.42 0.85 0.33 0.48 Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 90 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.89 2/8/2016 Synchro 9 Report MS Page 7 16: SH-114 SB Frontage Rd/SH-114 SB Off -Ramp & Dove Rd 2022 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Grouper 06 e8 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 5 6 8 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 9.6 35.4 55.0 Total Split (%) 10% 35 % 55% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode None C-Min Max Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 2/8/2016 Synchro 9 Report MS Page 8 16: SH-114 SB Frontage Rd/SH-114 SB Off -Ramp & Dove Rd 2022 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Signal Delay: 14.2 Intersection LOS: B Intersection Capacity Utilization 80.1 % ICU Level of Service D Analysis Period (min)15 and Phases: 16: SH-114 SB Frontage Rd/SH-114 SB Off -Ramp & Dove Rd #16 1 #16 6s 4;19 #19=19 * 19: SH-114 NB Frontage Rd/SH-114 NB On -Ramp & Dove Rd 2022 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM -,*,-,* r- 4- T/,. ti 1 -' Lane Group- EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +Tt 0 ) 4T+ Traffic Volume (vph) 63 225 0 0 734 157 907 1170 132 0 0 0 Future Volume (vph) 63 225 0 0 734 157 907 1170 132 0 0 0 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Adj. Flow (vph) 64 227 0 0 741 159 916 1182 133 0 0 0 Shared Lane Traffic (%) 20°% Lane Group Flow (vph) 0 291 0 0 900 0 733 1498 0 0 0 0 Turn Type pm+pt NA NA Perm NA Protected Phases 5 56 6 8 Permitted Phases 56 8 Detector Phase 5 56 6 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 22.5 Total Split (s) 9.6 35.4 55.0 55.0 Total Split (%) 9.6 % 35.4 % 55.0% 55.0% JIM Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Recall Mode None C-Min Max Max Act Effct Green (s) 35.2 30.1 51.3 51.3 - Actuated g/C Ratio 0.35 0.30 0.51 0.51 v/c Ratio 0.36 0.85 0.89 0.87 - Control Delay 19.6 41.1 37.0 28.7 Queue Delay 0.0 0.0 0.3 0.1 - Total Delay 19.6 41.1 37.3 28.8 LOS B D D C Approach Delay 19.6 41.1 31.6 Approach LOS B D C Queue Length 50th (ft) 36 272 446 447 Queue Length 95th (ft) 79 351 #723 #570 Internal Link Dist (ft) 394 990 1769 1583 Turn Bay Length (ft) Base Capacity (vph) 821 1082 826 1714 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 6 6 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.35 0.83 0.89 0.88 Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 90 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.89 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 9 MS Page 10 19: SH-114 NB Frontage Rd/SH-114 NB On -Ramp & Dove Rd 2022 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Group 01 o2 e4 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases 1 2 4 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 47.6 29.9 22.5 Total Split (%) 48% 30% 23% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Max None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 2/8/2016 Synchro 9 Report MS Page 11 19: SH-114 NB Frontage Rd/SH-114 NB On -Ramp & Dove Rd 2022 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Signal Delay: 33.1 Intersection LOS: C Intersection Capacity Utilization 86.5 % ICU Level of Service E Analysis Period (min)15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 19: SH-114 NB Frontage Rd/SH-114 NB On -Ramp & Dove Rd -16 =16 #1166 l 04 �2 ■ p1 22.5 s 129.9 s 47.6 s EMEA 19 =19 T 19 F * � 2/8/2016 MS Synchro 9 Report Page 12 100: Dove Rd & Kirkwood Blvd 2022 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM - t ti r Lane Group' EBL EST WBT WBR SBL SBR Lane Configurations ►1 Tt Tf+ V1 ?I Traffic Volume (vph) 158 190 272 236 134 505 Future Volume (vph) 158 190 272 236 134 505 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 176 211 302 262 149 561 Shared Lane Traffic (%) Lane Group Flow (vph) 176 211 564 0 149 561 Turn Type pm+pt NA NA Prot Perm Protected Phases 7 4 8 1 Permitted Phases 4 6 Detector Phase 7 4 8 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 Total Split (s) 16.0 44.0 28.0 36.0 36.0 Total Split(%) 20.0% 55.0% 35.0% 45.0% 45.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode None C-Max C-Max None Max Act Effct Green (s) 39.5 39.5 25.4 31.5 31.5 Actuated g/C Ratio 0.49 0.49 0.32 0.39 0.39 v/c Ratio 0.43 0.12 0.46 0.21 0.59 Control Delay 14.9 11.2 13.0 17.1 4.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 14.9 11.2 13.0 17.1 4.6 LOS B B B B A Approach Delay 12.9 13.0 7.3 Approach LOS B B A Queue Length 50th (ft) 47 28 59 48 3 Queue Length 95th (ft) 83 46 107 89 63 Internal Link Dist (ft) 990 172 351 Turn Bay Length (ft) 100 Base Capacity (vph) 438 1747 1222 696 957 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.40 0.12 0.46 0.21 0.59 Intersection Summary Cycle Length: 80 Actuated Cycle Length: 80 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBT, Start of Green Natural Cycle: 55 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.59 100: Dove Rd & Kirkwood Blvd 2022 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Signal Delay: 10.5 Intersection LOS: B Intersection Capacity Utilization 53.9 % ICU Level of Service A Analysis Period (min)15 Splits and Phases: 100: Dove Rd & Kirkwood Blvd \4.61 --0'04'R'., 44 s■ o6 f P7 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 13 MS Page 14 2: Driveway 4/T W King Rd & Kirkwood Blvd 2022 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Intersection Delay, s/veh 41.9 Intersection LOS E Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Traffic Vol, veh/h 0 66 68 % 0 0 962 152 0 79 0 0 Future Vol, veh/h 0 66 68 16 0 0 962 152 0 79 0 0 Peak Hour Factor 0.92 0.89 0.89 0.92 0.92 0.92 0.89 0.89 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 74 76 17 0 0 1081 171 0 86 0 0 Number of Lanes 0 1 2 0 0 0 2 0 0 0 2 0 Approach ¢dl$ Opposing Approach WB EB SIB Opposing Lanes 2 3 2 Conflicting Approach Left SIB NB EB Conflicting Lanes Left 2 2 3 Conflicting Approach Right NB SB WB Conflicting Lanes Right 2 2 2 HCM Control Delay 11.9 51.8 13.8 HCM LOS B F B Lane NBLn1 NBLn2 EBLnl E13Ln2 EBLn3 WBLnl WBLn2 SBLnl S13Ln2 Vol Left,% 100% 0% 100% 0% 0% 0% 0% 100% 0% Vol Thru, % 0% 100% 0% 100% 59% 100% 68% 0% 0% Vol Right, % 0% 0% 0% 0% 41% 0% 32% 0% 100% Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 79 0 66 45 39 641 473 15 139 LT Vol 79 0 66 0 0 0 0 15 0 Through Vol 0 0 0 45 23 641 321 0 0 RT Vol 0 0 0 0 16 0 152 0 139 Lane Flow Rate 86 0 74 51 43 721 531 17 156 Geometry Grp 8 8 8 8 8 8 8 8 8 Degree ofUtil(X) 0,208 0 0.171 0.11 0.089 1 0,883 0.04 0.318 Departure Headway (Hd) 8.739 8.242 8.289 7.789 7.499 6.214 5.986 8.521 7.326 Convergence, YIN Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 410 0 433 460 477 584 605 420 490 Service Time 6.493 5.996 6.041 5.541 5.252 3.958 3.73 6.268 5.073 HCM Lane VIC Ratio 0.21 0 0.171 0.111 0.09 1.235 0.878 0.04 0.318 HCM Control Delay 13.8 11 12.8 11.5 11 62 38 11.6 13.5 HCM Lane LOS B N B B B F E B B HCM 95th-tile Q 0.8 0 0.6 0.4 0.3 14.7 10.4 0.1 1.4 2: Driveway 4/T W King Rd & Kirkwood Blvd 2022 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT Traffic Vol, veh/h 0 15 0 139 Future Vol, veh/h 0 15 0 139 Peak Hour Factor 0.92 0.89 0.92 0.89 Heavy Vehicles, % 2 2 2 2 Mvmt Flow 0 17 0 156 Number of Lanes 0 0 1 1 Approach S6 Opposing Approach NB Opposing Lanes 2 Conflicting Approach Left WB Conflicting Lanes Left 2 Conflicting Approach Right EB Conflicting Lanes Right 3 HCM Control Delay 13.3 HCM LOS B 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 1 MS Page 2 14: Kirkwood Blvd & Driveway 1 2022 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Int Delay, s/veh 4.4 30: Kirkwood Blvd & Driveway 2 2022 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Int Delay, s/veh 2.5 Movement -1 EBL EBR NBL NBT SBT SBR Movement EBL Traffic Vol, veh/h 132 159 32 308 386 27 Traffic Vol, veh/h 106 53 11 430 360 22 Future Vol, veh/h 132 159 32 308 386 27 Future Vol, veh/h 106 53 11 430 360 22 Conflicting Peds, #Ihr 0 0 0 0 0 0 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free Sign Control Stop Stop Free Free Free Free RT Channelized - None - None None RT Channelized - None - None None Storage Length 0 100 150 - - 150 Storage Length 0 100 150 - 150 Veh in Median Storage, # 0 - - 0 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 143 173 35 335 420 29 Mvmt Flow 115 58 12 467 391 24 Major/Minor Minor2 Majorl tvtaiv Major/Minor Minot Majorl Major2 Conflicting Flow All 657 210 420 0 0 Conflicting Flow All 649 196 391 0 0 Stage 1 420 - - - - Stage 1 391 - - - Stage 2 237 - - Stage 2 258 - - Critical Hdwy 6.84 6.94 4.14 Critical Hdwy 6.84 6.94 4.14 Critical Hdwy Stg 1 5.84 - - Critical Hdwy Stg 1 5.84 - Critical Hdwy Stg 2 5.84 - - Critical Hdwy Stg 2 5.84 - - Follow-up Hdwy 3.52 3.32 2.22 Follow-up Hdwy 3.52 3.32 2.22 Pot Cap-1 Maneuver 398 796 1136 Pot Cap-1 Maneuver 402 812 1164 Stage 1 631 - - Stage 1 653 - - Stage 2 780 - - Stage 2 761 - - Platoon blocked, % Platoon blocked, % Mov Cap-1 Maneuver 386 796 1136 Mov Cap-1 Maneuver 398 812 1164 Mov Cap-2 Maneuver 386 - - Mov Cap-2 Maneuver 398 - - Stage 1 631 Stage 1 653 Stage 2 756 Stage 2 753 Approach EB NB SB Approach EB NB SB HCM Control Delay, s 14.8 0.8 0 HCM Control Delay, s 15.1 0.2 0 HCM LOS B HCM LOS C Minor Lane/MajorMvmt NBL NBTEBLn1EBLn2 SBT SBR Minor Lane/MajorMvmt NBL NBT EBLn I EBLn2 SBT SBR Capacity (veh/h) 1136 386 796 Capacity (veh/h) 1164 398 812 HCM Lane V/C Ratio 0.031 0.372 0.217 HCM Lane V/C Ratio 0.01 0.289 0.071 HCM Control Delay (s) 8.3 19.7 10.8 HCM Control Delay (s) 8.1 17.7 9.8 HCM Lane LOS A C B HCM Lane LOS A C A HCM 95th %tile Q(veh) 0.1 1.7 0.8 HCM 95th %tile Q(veh) 0 1.2 0.2 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 1 MS Page 2 37: Driveway 5 & Kirkwood Blvd 2022 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection _qqEIWr_ Int Delay, s/veh 0.3 40: Driveway 6 & Kirkwood Blvd 2022 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Int Delay, s/veh 0.4 Movement EBT EBR WBL WBT NBL NBR Movement EBT EBR WBL WBT NBL Traffic Vol, veh/h 153 35 2 1178 33 2 Traffic Vol, veh/h 186 39 2 1210 37 1 Future Vol, veh/h 153 35 2 1178 33 2 Future Vol, veh/h 186 39 2 1210 37 1 Conflicting Peds, #Ihr 0 0 0 0 0 0 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop Sign Control Free Free Free Free Stop Stop RT Channelized None None - None RT Channelized None - None - None Storage Length - 0 Storage Length 100 - 0 Veh in Median Storage, # 0 0 0 Veh in Median Storage, # 0 - 0 0 Grade, % 0 0 0 - Grade, % 0 - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 166 38 2 1280 36 2 Mvmt Flow 202 42 2 1315 40 1 Major/Minor Majorl Major2 Minorl Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 204 0 702 102 Conflicting Flow All 0 0 245 0 753 122 Stage 1 - - - - 185 - Stage 1 - - - 223 - Stage 2 - 517 - Stage 2 - 530 - Critical Hdwy 5.34 5.74 7.14 Critical Hdwy 5.34 5.74 7.14 - Critical Hdwy Stg 1 6.64 - Critical Hdwy Stg 1 6.64 Critical Hdwy Stg 2 - 6.04 - Critical Hdwy Stg 2 - 6.04 - Follow-up Hdwy 3.12 3.82 3.92 Follow-up Hdwy 3.12 3.82 3.92 Pot Cap-1 Maneuver 930 436 793 Pot Cap-1 Maneuver 890 412 770 Stage 1 - 738 - Stage 1 - 701 - Stage 2 - 514 - Stage 2 - 506 - Platoon blocked, % Platoon blocked, % Mov Cap-1 Maneuver 930 433 793 Mov Cap-1 Maneuver 890 411 770 Mov Cap-2 Maneuver - 433 Mov Cap-2 Maneuver - 411 - Stage 1 738 Stage 1 701 Stage 2 510 Stage 2 505 Approach EB WB Approach EB WB NB HCM Control Delay, s 0 0 13.8 HCM Control Delay, s 0 0 14.6 HCM LOS B HCM LOS B Minor Lane/Major Mvmt NBLnl EBT EBR WBL WBT Capacity (veh/h) 445 930 HCM Lane V/C Ratio 0.085 0.002 HCM Control Delay (s) 13.8 8.9 0 HCM Lane LOS B A A HCM 95th %tile Q(veh) 0.3 0 - Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 416 890 HCM Lane V/C Ratio 0.099 0.002 HCM Control Delay (s) 14.6 9.1 HCM Lane LOS B A HCM 95th %tile Q(veh) 0.3 0 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 3 MS Page 4 6: Solana Blvd/Kirkwood Blvd & SH-114 SB Off -Ramp 2022 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Grouf------'TBL EST EBR WBL WBT WBR NBL NBT NBR SBL SBR Lane Configurations tt r ) tt ) +T + Traffic Volume (vph) 0 369 279 342 707 0 0 0 0 580 1 69 Future Volume (vph) 0 369 279 342 707 0 0 0 0 580 1 69 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 401 303 372 768 0 0 0 0 630 1 75 Shared Lane Traffic (%) 50% Lane Group Flow (vph) 0 401 303 372 768 0 0 0 0 315 391 0 Turn Type NA Perm pm+pt NA Perm NA Protected Phases 2 1 12 4 Permitted Phases 2 12 4 Detector Phase 2 2 1 12 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 9.5 22.5 22.5 Total Split (s) 27.4 27.4 15.6 47.0 47.0 Total Split (%) 30.4% 30.4 % 17.3 % 52.2 % 52.2% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lag Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max C-Max None None None Act Effct Green (s) 24.8 24.8 38.6 43.1 37.9 37.9 Actuated g/C Ratio 0.28 0.28 0.43 0.48 0.42 0.42 v/c Ratio 0.41 0.46 0.76 0.45 0.46 0.29 Control Delay 28.9 6.0 29.4 16.3 20.4 15.1 Queue Delay 0.0 0.0 0.0 0.4 0.0 0.0 Total Delay 28.9 6.0 29.4 16.7 20.4 15.1 LOS C A C B C B Approach Delay 19.0 20.9 17.4 Approach LOS B C B Queue Length 50th (ft) 101 0 140 152 129 65 Queue Length 95th (ft) 144 62 #240 188 197 93 Internal Link Dist (ft) 1214 327 1036 836 Turn Bay Length (ft) 350 Base Capacity (vph) 975 655 490 1693 760 1515 Starvation Cap Reductn 0 0 0 442 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.41 0.46 0.76 0.61 0.41 0.26 Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 65 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.76 TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 1 6: Solana Blvd/Kirkwood Blvd & SH-114 SIB Off -Ramp 2022 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Group' 06 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 5 6 8 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 19.5 23.5 47.0 Total Split (%) 22% 26% 52% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Max None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summer TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 2 6: Solana Blvd/Kirkwood Blvd & SH-114 SIB Off -Ramp 2022 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Signal Delay: 19.4 Intersection LOS: B Intersection Capacity Utilization 67.6 % ICU Level of Service C Analysis Period (min)15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 6: Solana Blvd/Kirkwood Blvd & SH-114 SB Off -Ramp #6 =6 #fi ►� F I 15.6 I J27.4s 447s =s s 8 F � 8: SH-114 NB Off -Ramp & Kirkwood Blvd 2022 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM -'*,-,* r- 4- T/,. ti 1 -' Lane Group - EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations V1 tt tt ?I Vi +Tf+ Traffic Volume (vph) 143 807 0 0 412 83 639 136 550 0 0 0 Future Volume (vph) 143 807 0 0 412 83 639 136 550 0 0 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 155 877 0 0 448 90 695 148 598 0 0 0 Shared Lane Traffic (%) 28°% Lane Group Flow (vph) 155 877 0 0 448 90 500 941 0 0 0 0 Turn Type pm+pt NA NA Free Perm NA Protected Phases 5 56 6 8 Permitted Phases 56 Free 8 Detector Phase 5 56 6 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 22.5 Total Split (s) 19.5 23.5 47.0 47.0 Total Split (%) 21.7 % 26.1 % 52.2% 52.2% Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Max None None Act Effct Green (s) 38.6 43.1 23.6 90.0 37.9 37.9 - Actuated g/C Ratio 0.43 0.48 0.26 1.00 0.42 0.42 v/c Ratio 0.32 0.52 0.48 0.06 0.74 0.89dr - Control Delay 22.5 21.1 31.5 0.1 28.5 22.6 Queue Delay 0.0 0.1 0.0 0.0 0.0 0.0 - Total Delay 22.5 21.2 31.5 0.1 28.5 22.6 LOS C C C A C C - Approach Delay 21.4 26.3 24.7 Approach LOS C C C - Queue Length 50th (ft) 58 184 118 0 240 207 Queue Length 95th (ft) 100 226 172 0 354 265 Internal Link Dist (ft) 327 247 1055 1095 Turn Bay Length (ft) Base Capacity(vph) 479 1693 927 1583 760 1471 Starvation Cap Reductn 0 147 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.32 0.57 0.48 0.06 0.66 0.64 Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 65 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.76 TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 3 MS Page 4 8: SH-114 NB Off -Ramp & Kirkwood Blvd 2022 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 5.0 5.0 5.0 9.5 22.5 22.5 15.6 27.4 47.0 17% 30% 52% 3.5 3.5 3.5 1.0 1.0 1.0 Lead Lag Yes Yes None C-Max None 8: SH-114 NB Off -Ramp & Kirkwood Blvd 2022 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Signal Delay: 23.8 Intersection LOS: C Intersection Capacity Utilization 67.6% ICU Level of Service C Analysis Period (min)15 dr Defacto Right Lane. Recode with 1 though lane as a right lane. Splits and Phases: 8: SH-114 NB Off -Ramp & Kirkwood Blvd #6 1#6 7�1 �2 -5I + p-0 47 s F ;❑6 `R) as too 23.5 s 19.51 47 s TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 5 MS Page 6 16: Dove Rd & SH-114 SIB Off -Ramp 2022 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Group EBL EST EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations tT+ +Tt ) r{ Traffic Volume (vph) 0 434 786 103 513 0 0 0 0 170 135 68 Future Volume (vph) 0 434 786 103 513 0 0 0 0 170 135 68 Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Adj. Flow (vph) 0 523 947 124 618 0 0 0 0 205 163 82 Shared Lane Traffic (°!°) 26% Lane Group Flow (vph) 0 1470 0 0 742 0 0 0 0 152 298 0 Turn Type NA pm+pt NA Perm NA Protected Phases 2 1 21 4 Permitted Phases 21 4 Detector Phase 2 1 21 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 9.5 22.5 22.5 Total Split (s) 57.5 9.5 23.0 23.0 Total Split (%) 63.9% 10.6 % 25.6 % 25.6% Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 Lead/Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max None None None Act Effct Green (s) 57.7 62.7 13.8 13.8 Actuated g/C Ratio 0.64 0.70 0.15 0.15 v/c Ratio 0.66 0.51 0.62 0.56 Control Delay 8.7 4.8 46.0 32.6 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 8.7 4.8 46.0 32.6 LOS A A D C Approach Delay 8.7 4.8 37.1 Approach LOS A A D Queue Length 50th (ft) 160 23 90 71 Queue Length 95th (ft) 220 56 135 97 Internal Link Dist (ft) 224 394 1722 1376 Turn Bay Length (ft) 240 Base Capacity (vph) 2215 1445 330 702 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.66 0.51 0.46 0.42 Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 65 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.66 TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 7 16: Dove Rd & SH-114 SB Off -Ramp 2022 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Group o6 08 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 5 6 8 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 9.5 47.5 33.0 Total Split (%) 11 % 53% 37% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Min Max Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summer TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 8 16: Dove Rd & SH-114 SIB Off -Ramp 2022 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Signal Delay: 12.4 Intersection LOS: B Intersection Capacity Utilization 73.0 % ICU Level of Service C Analysis Period (min)15 19: SH-114 NB Frontage Rd & Dove Rd 2022 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM -,*,-,* r- 4- T/,. ti 1 -' Lane Group- EBL EST EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +Tt 0 ►j q + Traffic Volume (vph) 79 516 0 0 364 97 263 119 402 0 0 0 Future Volume (vph) 79 516 0 0 364 97 263 119 402 0 0 0 Peak Hour Factor 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 Adj. Flow (vph) 99 645 0 0 455 121 329 149 503 0 0 0 Shared Lane Traffic (%) 10°% Lane Group Flow (vph) 0 744 0 0 576 0 296 685 0 0 0 0 Turn Type pm+pt NA NA Perm NA Protected Phases 5 65 6 8 Permitted Phases 65 8 Detector Phase 5 65 6 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 22.5 Total Split (s) 9.5 47.5 33.0 33.0 Total Split (%) 10.6 % 52.8 % 36.7% 36.7% AN Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 Lead/Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes - Recall Mode None C-Min Max Max Act Effct Green (s) 48.0 29.2 28.5 28.5 Actuated g/C Ratio 0.53 0.32 0.32 0.32 v/c Ratio 0.46 0.50 0.58 0.62 Control Delay 11.7 16.1 31.3 19.8 Queue Delay 0.0 0.0 0.0 0.0 - Total Delay 11.7 16.1 31.3 19.8 LOS B B C B - Approach Delay 11.7 16.1 23.3 Approach LOS B B C Queue Length 50th (ft) 121 66 153 119 Queue Length 95th (ft) 104 55 210 146 Internal Link Dist (ft) 394 990 1769 1583 Turn Bay Length (ft) Base Capacity (vph) 1719 1663 509 1108 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.43 0.35 0.58 0.62 Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 65 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.66 TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 9 MS Page 10 19: SH-114 NB Frontage Rd & Dove Rd 2022 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Group of o2 o4 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases 1 2 4 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 9.5 57.5 23.0 Total Split (%) 11 % 64% 26 % Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Max None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 19: SH-114 NB Frontage Rd & Dove Rd 2022 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Signal Delay: 17.7 Intersection LOS: B Intersection Capacity Utilization 56.9 % ICU Level of Service B Analysis Period (min)15 Splits and Phases: 19: SH-114 NB Frontage Rd & Dove Rd #]jb #16 #16 57.5 s # 9 � 19 'Iqa *oa' rR1 =19 5 47. 4 s TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 11 MS Page 12 22: Dove Rd & Kirkwood Blvd 2022 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM *_ t ti r Lane Grout- EBL EST WBT WBR SBL SBR Lane Configurations I Tt Tf+ Vi ?I Traffic Volume (vph) 555 209 285 126 44 153 Future Volume (vph) 555 209 285 126 44 153 Peak Hour Factor 0.77 0.77 0.77 0.77 0.77 0.77 Adj. Flow (vph) 721 271 370 164 57 199 Shared Lane Traffic (%) Lane Group Flow (vph) 721 271 534 0 57 199 Turn Type pm+pt NA NA Prot Perm Protected Phases 7 4 8 1 Permitted Phases 4 6 Detector Phase 7 4 8 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 9.5 Total Split (s) 47.0 73.0 26.0 17.0 17.0 Total Split(%) 52.2% 81.1% 28.9% 18.9% 18.9% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode None C-Max C-Max None None Act Effct Green (s) 72.4 72.4 37.8 8.6 8.6 Actuated g/C Ratio 0.80 0.80 0.42 0.10 0.10 v/c Ratio 0.80 0.10 0.37 0.34 0.60 Control Delay 18.2 3.5 19.1 42.6 13.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 18.2 3.5 19.1 42.6 13.8 LOS B A B D B Approach Delay 14.2 19.1 20.2 Approach LOS B B C Queue Length 50th (ft) 244 22 92 31 0 Queue Length 95th (ft) 282 32 142 55 35 Internal Link Dist (ft) 990 172 351 Turn Bay Length (ft) 100 Base Capacity (vph) 1052 2848 1460 245 391 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.69 0.10 0.37 0.23 0.51 Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBT, Start of Green Natural Cycle: 60 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.80 TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 13 22: Dove Rd & Kirkwood Blvd 2022 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Signal Delay: 16.5 Intersection LOS: B Intersection Capacity Utilization 58.1 % ICU Level of Service B Analysis Period (min)15 iplits and Phases: 22: Dove Rd & Kirkwood Blvd \101 A4 ■ F o6 J 07 08 rR) 17s 26s TIA for Wilks Tract Development in Southlake, Texas MS Synchro 9 Report Page 14 2: Driveway 4/T W King Rd & Kirkwood Blvd 2022 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection _ Intersection Delay, s/veh 36.5 Intersection LOS E Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Traffic Vol, veh/h 0 32 746 125 0 0 90 10 0 17 1 0 Future Vol, veh/h 0 32 746 125 0 0 90 10 0 17 1 0 Peak Hour Factor 0.92 0.91 0.91 0.92 0.92 0.92 0.91 0.91 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 35 820 136 0 0 99 11 0 18 1 0 Number of Lanes 0 1 2 0 0 0 2 0 0 0 2 0 Approach - T -_ IV -!l Opposing Approach WB EB SIB Opposing Lanes 2 3 2 Conflicting Approach Left SIB NB EB Conflicting Lanes Left 2 2 3 Conflicting Approach Right NB SB WB Conflicting Lanes Right 2 2 2 HCM Control Delay 47 12.5 12.7 HCM LOS E B B Lane NBLn1 NBLn2 EBLnl E13Ln2 EBLn3 WBLnl WBLn2 SBLnl S13Ln2 Vol Left,% 98% 0% 100% 0% 0% 0% 0% 93% 0% Vol Thru, % 2% 100% 0% 100% 67% 100% 75% 7% 0% Vol Right, % 0% 0% 0% 0% 33% 0% 25% 0% 100% Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 17 1 32 497 374 60 40 120 341 LT Vol 17 0 32 0 0 0 0 112 0 Through Vol 0 1 0 497 249 60 30 8 0 RT Vol 0 0 0 0 125 0 10 0 341 Lane Flow Rate 19 1 35 547 409 66 44 132 375 Geometry Grp 8 8 8 8 8 8 8 8 8 Degree ofUtil(X) 0.05 0.002 0.071 1 0.742 0.156 0.102 0.294 0.714 Departure Headway (Hd) 9.475 8.972 7.277 6.77 6.532 8.517 8.337 8.035 6.858 Convergence, YIN Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 381 401 489 530 548 423 432 449 528 Service Time 7.16 6.673 5.07 4.563 4.325 6.228 6.053 5.74 4.583 HCM Lane VIC Ratio 0.05 0.002 0.072 1.032 0.746 0.156 0.102 0.294 0.71 HCM Control Delay 12.7 11.7 10.6 65.1 26 12.8 12 14.1 24.9 HCM Lane LOS B B B F D B B B C HCM 95th-tile Q 0.2 0 0.2 14 6.3 0.5 0.3 1.2 5.7 TIA for Wilks Tract Development in Southlake, Texas MS 2: Driveway 4/T W King Rd & Kirkwood Blvd 2022 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBF Traffic Vol, veh/h 0 112 8 341 Future Vol, veh/h 0 112 8 341 Peak Hour Factor 0.92 0.91 0.92 0.91 Heavy Vehicles, % 2 2 2 2 Mvmt Flow 0 123 9 375 Number of Lanes 0 0 1 1 Approach S' Opposing Approach NB Opposing Lanes 2 Conflicting Approach Left WB Conflicting Lanes Left 2 Conflicting Approach Right EB Conflicting Lanes Right 3 HCM Control Delay 22.1 HCM LOS C Synchro 9 Report TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report Page 1 MS Page 2 14: Kirkwood Blvd & Driveway 1 2022 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Int Delay, s/veh 2.2 30: Kirkwood Blvd & Driveway 2 2022 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Int Delay, s/veh 2.1 Movement -1 EBL EBR NBL NBT SBT SBR Movement EBL Traffic Vol, veh/h 23 23 183 418 41 183 Traffic Vol, veh/h 29 23 150 291 201 191 Future Vol, veh/h 23 23 183 418 41 183 Future Vol, veh/h 29 23 150 291 201 191 Conflicting Peds, #Ihr 0 0 0 0 0 0 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free Sign Control Stop Stop Free Free Free Free RT Channelized - None - None None RT Channelized - None - None None Storage Length 0 100 150 - - 150 Storage Length 0 100 150 - - 150 Veh in Median Storage, # 0 - - 0 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 25 25 199 454 45 199 Mvmt Flow 32 25 163 316 218 208 Major/Minor Minor2 Majorl Major2 Major/Minor Minot Majorl Major2 Conflicting Flow All 670 22 45 0 0 Conflicting Flow All 702 109 218 0 0 Stage 1 45 - - - - Stage 1 218 - - - Stage 2 625 - - Stage 2 484 - - Critical Hdwy 6.84 6.94 4.14 Critical Hdwy 6.84 6.94 4.14 Critical Hdwy Stg 1 5.84 - - Critical Hdwy Stg 1 5.84 - Critical Hdwy Stg 2 5.84 - - Critical Hdwy Stg 2 5.84 - - Follow-up Hdwy 3.52 3.32 2.22 Follow-up Hdwy 3.52 3.32 2.22 Pot Cap-1 Maneuver 390 1050 1561 Pot Cap-1 Maneuver 372 924 1349 Stage 1 972 - - Stage 1 797 - - Stage 2 496 - - Stage 2 585 - - Platoon blocked, % Platoon blocked, % Mov Cap-1 Maneuver 340 1050 1561 Mov Cap-1 Maneuver 327 924 1349 Mov Cap-2 Maneuver 340 - - Mov Cap-2 Maneuver 327 - - Stage 1 972 Stage 1 797 Stage 2 433 Stage 2 514 Approach EB NB SB Approach EB NB SB HCM Control Delay, s 12.5 2.3 0 HCM Control Delay, s 13.6 2.7 0 HCM LOS B HCM LOS B Minor Lane/MajorMvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h) 1561 340 1050 HCM Lane V/C Ratio 0.127 0.074 0.024 HCM Control Delay (s) 7.6 16.4 8.5 HCM Lane LOS A C A HCM 95th %tile Q(veh) 0.4 0.2 0.1 TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 1 Minor Lane/MajorMvmt NBL NBT EBLn I EBLn2 SBT SBR Capacity (veh/h) 1349 327 924 HCM Lane V/C Ratio 0.121 0.096 0.027 HCM Control Delay (s) 8 17.2 9 HCM Lane LOS A C A HCM 95th %tile Q(veh) 0.4 0.3 0.1 TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 2 37: Driveway 5 & Kirkwood Blvd 2022 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection _qqEIWr_ Int Delay, s/veh 0.6 40: Driveway 6 & Kirkwood Blvd 2022 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Int Delay, s/veh 0.6 Movement EBT EBR WBL WBT NBL NBR Movement EBT EBR WBL WBT NBL Traffic Vol, veh/h 1284 35 2 446 25 2 Traffic Vol, veh/h 1318 39 2 470 28 1 Future Vol, veh/h 1284 35 2 446 25 2 Future Vol, veh/h 1318 39 2 470 28 1 Conflicting Peds, #Ihr 0 0 0 0 0 0 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop Sign Control Free Free Free Free Stop Stop RT Channelized None None - None RT Channelized None - None - None Storage Length - 0 Storage Length 100 - 0 Veh in Median Storage, # 0 0 0 Veh in Median Storage, # 0 - 0 0 Grade, % 0 0 0 - Grade, % 0 - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 1396 38 2 485 27 2 Mvmt Flow 1433 42 2 511 30 1 Major/Minor Majorl Major2 Minorl Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 1434 0 1613 717 Conflicting Flow All 0 0 1475 0 1663 738 Stage 1 - - - - 1415 - Stage 1 - - - - 1454 - Stage 2 - 198 - Stage 2 - 209 - Critical Hdwy 5.34 5.74 7.14 Critical Hdwy 5.34 5.74 7.14 - Critical Hdwy Stg 1 - 6.64 - Critical Hdwy Stg 1 6.64 Critical Hdwy Stg 2 - 6.04 - Critical Hdwy Stg 2 - 6.04 - Follow-up Hdwy 3.12 3.82 3.92 Follow-up Hdwy 3.12 3.82 3.92 Pot Cap-1 Maneuver 240 150 319 Pot Cap-1 Maneuver 229 142 309 Stage 1 - 134 - Stage 1 - 127 - Stage 2 - 750 - Stage 2 - 740 - Platoon blocked, % Platoon blocked, % Mov Cap-1 Maneuver 240 148 319 Mov Cap-1 Maneuver 229 141 309 Mov Cap-2 Maneuver - 148 Mov Cap-2 Maneuver - 141 - Stage 1 134 Stage 1 127 Stage 2 742 Stage 2 734 Approach EB WB Approach EB WB INS HCM Control Delay, s 0 0.2 33.8 HCM Control Delay, s 0 0.1 36.9 HCM LOS D HCM LOS E Minor Lane/Major Mvmt NBLnl EBT EBR WBL WBT Capacity (veh/h) 154 240 HCM Lane V/C Ratio 0.191 0.009 HCM Control Delay (s) 33.8 20.1 0.1 HCM Lane LOS D C A HCM 95th %tile Q(veh) 0.7 0 - TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 3 Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 144 229 HCM Lane V/C Ratio 0.219 0.009 HCM Control Delay (s) 36.9 20.9 HCM Lane LOS E C HCM 95th %tile Q(veh) 0.8 0 TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 4 6: Solana Blvd/Kirkwood Blvd & SH-114 SB Off -Ramp 2022 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM LaneGroul- EBL EST EBR WBL WBT WBR NBL NBT NBR SBL Sk Lane Configurations tt ?I ) tt ) +j + Traffic Volume (vph) 0 278 675 524 429 0 0 0 0 239 2 51 Future Volume (vph) 0 278 675 524 429 0 0 0 0 239 2 51 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Adj. Flow (vph) 0 320 776 602 493 0 0 0 0 275 2 59 Shared Lane Traffic (%) 50% Lane Group Flow (vph) 0 320 776 602 493 0 0 0 0 137 199 0 Turn Type NA Perm pm+pt NA Perm NA Protected Phases 2 1 12 4 Permitted Phases 2 12 4 Detector Phase 2 2 1 12 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 9.5 22.5 22.5 Total Split (s) 34.0 34.0 26.0 40.0 40.0 Total Split (%) 34.0% 34.0 % 26.0 % 40.0 % 40.0 % Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lag Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max C-Max None Max Max Act Effct Green (s) 29.5 29.5 51.0 55.5 35.5 35.5 Actuated g/C Ratio 0.30 0.30 0.51 0.56 0.36 0.36 v/c Ratio 0.31 0.79 0.91 0.25 0.24 0.17 Control Delay 28.3 10.1 48.4 10.7 24.2 15.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 28.3 10.1 48.4 10.7 24.2 15.9 LOS C B D B C B Approach Delay 15.4 31.4 19.3 Approach LOS B C B Queue Length 50th (ft) 83 20 277 65 67 32 Queue Length 95th (ft) 116 120 m#419 m98 114 56 Internal Link Dist (ft) 1216 327 1036 836 Turn Bay Length (ft) 350 Base Capacity (vph) 1044 983 658 1964 571 1149 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 14 30 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.31 0.79 0.91 0.25 0.25 0.18 Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 80 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.95 2/8/2016 Synchro 9 Report MS Page 1 6: Solana Blvd/Kirkwood Blvd & SH-114 SIB Off -Ramp 2022 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Group' 06 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 5 6 8 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 10.0 22.5 22.5 Total Split (s) 25.0 35.0 40.0 Total Split (%) 25% 35 % 40% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode Max C-Max Max Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 2/8/2016 Synchro 9 Report MS Page 2 6: Solana Blvd/Kirkwood Blvd & SH-114 SIB Off -Ramp 2022 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Signal Delay: 22.9 Intersection LOS: C Intersection Capacity Utilization 87.8 % ICU Level of Service E Analysis Period (min)15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 6: Solana Blvd/Kirkwood Blvd & SH-114 SB Off -Ramp 46 #6 7�t ❑6 26 s 34 s 9(7 s =3 =3 F �5 66 =8 8 - 25s s 9os 8: SH-114 NB Off -Ramp & Kirkwood Blvd 2022 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM -'*,-,* r- 4- T/,. ti 1 -' Lane Group - - - - - - - - ML EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations V1 tt tt ?I Vi +Tf+ Traffic Volume (vph) 400 178 0 0 683 668 322 979 69 0 0 0 Future Volume (vph) 400 178 0 0 683 668 322 979 69 0 0 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 421 187 0 0 719 703 339 1031 73 0 0 0 Shared Lane Traffic (%) 10°% Lane Group Flow (vph) 421 187 0 0 719 703 305 1138 0 0 0 0 Turn Type pm+pt NA NA Free Perm NA Protected Phases 5 56 6 8 Permitted Phases 56 Free 8 Detector Phase 5 56 6 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 22.5 22.5 22.5 Total Split (s) 25.0 35.0 40.0 40.0 Total Split (%) 25.0% 35.0 % 40.0% 40.0% Js Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode Max C-Max Max Max Act Effct Green (s) 51.0 55.5 30.5 100.0 35.5 35.5 Actuated g/C Ratio 0.51 0.56 0.30 1.00 0.36 0.36 v/c Ratio 0.88 0.10 0.67 0.44 0.53 0.95 Control Delay 58.9 12.3 33.9 0.9 29.9 49.0 Queue Delay 0.0 0.0 0.0 0.0 0.3 12.2 - Total Delay 58.9 12.3 33.9 0.9 30.1 61.3 LOS E B C A C E - Approach Delay 44.6 17.6 54.7 Approach LOS D B D Queue Length 50th (ft) 234 30 209 0 168 382 Queue Length 95th (ft) #369 48 274 0 261 #532 Internal Link Dist (ft) 327 240 1055 1095 Turn Bay Length (ft) Base Capacity(vph) 479 1964 1079 1583 571 1194 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 36 75 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.88 0.10 0.67 0.44 0.57 1.02 Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 80 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.95 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 3 MS Page 4 8: SH-114 NB Off -Ramp & Kirkwood Blvd 2022 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 5.0 5.0 5.0 9.5 22.5 22.5 26.0 34.0 40.0 26 % 34% 40 % 3.5 3.5 3.5 1.0 1.0 1.0 Lead Lag Yes Yes None C-Max Max 8: SH-114 NB Off -Ramp & Kirkwood Blvd 2022 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Signal Delay: 37.7 Intersection LOS: D Intersection Capacity Utilization 87.8 % ICU Level of Service E Analysis Period (min)15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 8: SH-114 NB Off -Ramp & Kirkwood Blvd =6 741 #6 �62 =6 j 14 26s 140S =8 A,p6 #8 F `R'� =8 T48 25. 35 s 190 s 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 5 MS Page 6 16: SH-114 SB Frontage Rd/SH-114 SB Off -Ramp & Dove Rd 2022 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Group = EBL EST EBR WBL WBT WBR NBL NBT NBR SBL S Lane Configurations tT+ +Tt ) +TT+ Traffic Volume (vph) 0 186 303 428 1280 0 0 0 0 107 148 136 Future Volume (vph) 0 186 303 428 1280 0 0 0 0 107 148 136 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 0 194 316 446 1333 0 0 0 0 111 154 142 Shared Lane Traffic (%) 10% Lane Group Flow (vph) 0 510 0 0 1779 0 0 0 0 100 307 0 Turn Type NA pm+pt NA Perm NA Protected Phases 2 1 12 4 Permitted Phases 12 4 Detector Phase 2 1 12 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 9.5 22.5 22.5 Total Split (s) 29.9 47.6 22.5 22.5 Total Split (%) 29.9% 47.6 % 22.5 % 22.5% Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 Lead/Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max None None None Act Effct Green (s) 30.8 73.9 12.6 12.6 Actuated g/C Ratio 0.31 0.74 0.13 0.13 v/c Ratio 0.42 0.81 0.50 0.64 Control Delay 11.8 10.0 48.3 34.7 Queue Delay 0.0 0.8 0.0 0.0 Total Delay 11.8 10.8 48.3 34.7 LOS B B D C Approach Delay 11.8 10.8 38.0 Approach LOS B B D Queue Length 50th (ft) 47 52 67 71 Queue Length 95th (ft) 98 339 117 112 Internal Link Dist (ft) 224 394 1722 1376 Turn Bay Length (ft) 240 Base Capacity (vph) 1207 2197 289 643 Starvation Cap Reductn 0 174 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.42 0.88 0.35 0.48 Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 90 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.90 2/8/2016 Synchro 9 Report MS Page 7 16: SH-114 SB Frontage Rd/SH-114 SB Off -Ramp & Dove Rd 2022 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Grouper 06 e8 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 5 6 8 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 9.6 35.4 55.0 Total Split (%) 10% 35 % 55% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode None C-Min Max Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 2/8/2016 Synchro 9 Report MS Page 8 16: SH-114 SB Frontage Rd/SH-114 SB Off -Ramp & Dove Rd 2022 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Signal Delay: 15.1 Intersection LOS: B Intersection Capacity Utilization 81.7 % ICU Level of Service D Analysis Period (min)15 and Phases: 16: SH-114 SB Frontage Rd/SH-114 SB Off -Ramp & Dove Rd #16 1 #16 6s 4;19 #19=19 * 19: SH-114 NB Frontage Rd/SH-114 NB On -Ramp & Dove Rd 2022 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM -,*,-,* r- 4- T/,. ti 1 -' Lane Group- EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +Tt 0 ) 4T+ Traffic Volume (vph) 63 233 0 0 782 176 907 1170 138 0 0 0 Future Volume (vph) 63 233 0 0 782 176 907 1170 138 0 0 0 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Adj. Flow (vph) 64 235 0 0 790 178 916 1182 139 0 0 0 Shared Lane Traffic (%) 20°% Lane Group Flow (vph) 0 299 0 0 968 0 733 1504 0 0 0 0 Turn Type pm+pt NA NA Perm NA Protected Phases 5 56 6 8 Permitted Phases 56 8 Detector Phase 5 56 6 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 22.5 Total Split (s) 9.6 35.4 55.0 55.0 Total Split (%) 9.6 % 35.4 % 55.0% 55.0% JIM Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 Lead/Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Recall Mode None C-Min Max Max Act Effct Green (s) 35.8 30.7 50.7 50.7 Actuated g/C Ratio 0.36 0.31 0.51 0.51 v/c Ratio 0.37 0.90 0.90 0.89 Control Delay 19.6 44.9 38.4 30.0 Queue Delay 0.0 0.0 1.6 0.3 Total Delay 19.6 44.9 40.0 30.3 LOS B D D C Approach Delay 19.6 44.9 33.5 Approach LOS B D C - Queue Length 50th (ft) 37 301 446 451 Queue Length 95th (ft) 81 #420 #723 #580 Internal Link Dist (ft) 394 990 1769 1583 Turn Bay Length (ft) a Base Capacity (vph) 807 1082 817 1693 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 23 23 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.37 0.89 0.92 0.90 Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 90 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.90 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 9 MS Page 10 19: SH-114 NB Frontage Rd/SH-114 NB On -Ramp & Dove Rd 2022 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Group 01 o2 e4 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases 1 2 4 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 47.6 29.9 22.5 Total Split (%) 48% 30% 23% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Max None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 2/8/2016 Synchro 9 Report MS Page 11 19: SH-114 NB Frontage Rd/SH-114 NB On -Ramp & Dove Rd 2022 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Signal Delay: 35.5 Intersection LOS: D Intersection Capacity Utilization 88.8 % ICU Level of Service E Analysis Period (min)15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 19: SH-114 NB Frontage Rd/SH-114 NB On -Ramp & Dove Rd -16 =16 #1166 l 04 �2 ■ p1 22.5 s 129.9 s 47.6 s EMEA 19 =19 T 19 F * � 2/8/2016 MS Synchro 9 Report Page 12 22: Dove Rd & Kirkwood Blvd 2022 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM *_ t ti r Lane Grout- EBL EST WBT WBR SBL SBR Lane Configurations I Tt Tf+ Vi ?I Traffic Volume (vph) 172 190 272 238 144 572 Future Volume (vph) 172 190 272 238 144 572 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 191 211 302 264 160 636 Shared Lane Traffic (%) Lane Group Flow (vph) 191 211 566 0 160 636 Turn Type pm+pt NA NA Prot Perm Protected Phases 7 4 8 1 Permitted Phases 4 6 Detector Phase 7 4 8 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 Total Split (s) 17.0 43.0 26.0 37.0 37.0 Total Split(%) 21.3% 53.8% 32.5% 46.3% 46.3% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode None C-Max C-Max None Max Act Effct Green (s) 38.5 38.5 23.7 32.5 32.5 Actuated g/C Ratio 0.48 0.48 0.30 0.41 0.41 v/c Ratio 0.48 0.12 0.49 0.22 0.65 Control Delay 16.4 11.7 13.9 16.6 6.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 16.4 11.7 13.9 16.6 6.4 LOS B B B B A Approach Delay 13.9 13.9 8.5 Approach LOS B B A Queue Length 50th (ft) 53 28 61 51 23 Queue Length 95th (ft) 93 47 112 92 109 Internal Link Dist (ft) 990 172 351 Turn Bay Length (ft) 100 Base Capacity (vph) 437 1703 1162 719 976 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.44 0.12 0.49 0.22 0.65 Intersection Summary Cycle Length: 80 Actuated Cycle Length: 80 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBT, Start of Green Natural Cycle: 55 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.65 22: Dove Rd & Kirkwood Blvd 2022 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Signal Delay: 11.5 Intersection LOS: B Intersection Capacity Utilization 58.1 % ICU Level of Service B Analysis Period (min)15 iplits and Phases: 22: Dove Rd & Kirkwood Blvd \161 --1'04 ■ F o6 f 07 08 `R1 37 s 26 s 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 13 MS Page 14 2: Driveway 4/T W King Rd & Kirkwood Blvd 2022 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Intersection Delay, s/veh 49.4 Intersection LOS E Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Traffic Vol, veh/h 0 66 84 22 0 0 1038 161 0 108 7 0 Future Vol, veh/h 0 66 84 22 0 0 1038 161 0 108 7 0 Peak Hour Factor 0.92 0.89 0.89 0.92 0.92 0.92 0.89 0.89 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 74 94 24 0 0 1166 181 0 117 8 0 Number of Lanes 0 1 2 0 0 0 2 0 0 0 2 0 Approach)$ Opposing Approach WB EB SIB Opposing Lanes 2 3 2 Conflicting Approach Left SIB NB EB Conflicting Lanes Left 2 2 3 Conflicting Approach Right NB SB WB Conflicting Lanes Right 2 2 2 HCM Control Delay 12.4 62.5 15.2 HCM LOS B F C Lane NBLn1 NBLn2 EBLnl E13Ln2 EBLn3 WBLnl WBLn2 SBLnl SBLn2 Vol Left,% 98% 0% 100% 0% 0% 0% 0% 94% 0% Vol Thru, % 2% 100% 0% 100% 56% 100% 68% 6% 0% Vol Right, % 0% 0% 0% 0% 44% 0% 32% 0% 100% Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 110 5 66 56 50 692 507 18 139 LT Vol 108 0 66 0 0 0 0 17 0 Through Vol 2 5 0 56 28 692 346 1 0 RT Vol 0 0 0 0 22 0 161 0 139 Lane Flow Rate 120 5 74 63 55 778 570 20 156 Geometry Grp 8 8 8 8 8 8 8 8 8 Degree ofUtil(X) 0,297 0.012 0.177 0.141 0.12 1 0.994 0.049 0.331 Departure Headway (Hd) 8.923 8.436 8.589 8.089 7.781 6.507 6.281 8.8 7.635 Convergence, YIN Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 402 423 417 442 459 560 575 406 470 Service Time 6.694 6.208 6.36 5.861 5.553 4.268 4,042 6.568 5.403 HCM Lane VIC Ratio 0.299 0.012 0.177 0.143 0.12 1.389 0.991 0.049 0.332 HCM Control Delay 15.4 11.3 13.2 12.2 11.6 63.6 61 12 14.2 HCM Lane LOS C B B B B F F B B HCM 95th-tile Q 1.2 0 0.6 0.5 0.4 14.3 14.3 0.2 1.4 2: Driveway 4/T W King Rd & Kirkwood Blvd 2022 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT Traffic Vol, veh/h 0 17 1 139 Future Vol, veh/h 0 17 1 139 Peak Hour Factor 0.92 0.89 0.92 0.89 Heavy Vehicles, % 2 2 2 2 Mvmt Flow 0 19 1 156 Number of Lanes 0 0 1 1 Approach SIB Opposing Approach NB Opposing Lanes 2 Conflicting Approach Left WB Conflicting Lanes Left 2 Conflicting Approach Right EB Conflicting Lanes Right 3 HCM Control Delay 13.9 HCM LOS B 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 1 MS Page 2 14: Kirkwood Blvd & Driveway 1 2022 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Int Delay, s/veh 4.9 30: Kirkwood Blvd & Driveway 2 2022 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Int Delay, s/veh 5.3 Movement -1 EBL EBR NBL NBT SBT SBR Movement EBL Traffic Vol, veh/h 144 144 33 324 477 33 Traffic Vol, veh/h 180 144 27 442 366 34 Future Vol, veh/h 144 144 33 324 477 33 Future Vol, veh/h 180 144 27 442 366 34 Conflicting Peds, #Ihr 0 0 0 0 0 0 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free Sign Control Stop Stop Free Free Free Free RT Channelized - None - None None RT Channelized - None - None None Storage Length 0 100 150 - - 150 Storage Length 0 100 150 - - 150 Veh in Median Storage, # 0 - - 0 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 157 157 36 352 518 36 Mvmt Flow 196 157 29 480 398 37 Major/Minor Minor2 Majorl Major2 Major/Minor Minot Majorl Major2 Conflicting Flow All 766 259 518 0 0 Conflicting Flow All 697 199 398 0 0 Stage 1 518 - - - - Stage 1 398 - - - - Stage 2 248 - - Stage 2 299 - - Critical Hdwy 6.84 6.94 4.14 Critical Hdwy 6.84 6.94 4.14 Critical Hdwy Stg 1 5.84 - - Critical Hdwy Stg 1 5.84 - Critical Hdwy Stg 2 5.84 - - Critical Hdwy Stg 2 5.84 - - Follow-up Hdwy 3.52 3.32 2.22 Follow-up Hdwy 3.52 3.32 2.22 Pot Cap-1 Maneuver 339 740 1044 Pot Cap-1 Maneuver 375 809 1157 Stage 1 563 - - Stage 1 647 - - Stage 2 770 - - Stage 2 726 - - Platoon blocked, % Platoon blocked, % Mov Cap-1 Maneuver 327 740 1044 Mov Cap-1 Maneuver 366 809 1157 Mov Cap-2 Maneuver 327 - - Mov Cap-2 Maneuver 366 - - Stage 1 563 Stage 1 647 Stage 2 743 Stage 2 708 Approach EB NB SB Approach - EB NB SB HCM Control Delay, s 18.5 0.8 0 HCM Control Delay, s 18.9 0.5 0 HCM LOS C HCM LOS C Minor Lane/MajorMvmt NBL NBTEBLn1EBLn2 SBT SBR Minor Lane/MajorMvmt NBL NBT EBLn I EBLn2 SBT SBR Capacity (veh/h) 1044 327 740 Capacity (veh/h) 1157 366 809 HCM Lane V/C Ratio 0.034 0.479 0.212 HCM Lane V/C Ratio 0.025 0.535 0.193 HCM Control Delay (s) 8.6 25.7 11.2 HCM Control Delay (s) 8.2 25.6 10.5 HCM Lane LOS A D B HCM Lane LOS A D B HCM 95th %tile Q(veh) 0.1 2.5 0.8 HCM 95th %tile Q(veh) 0.1 3 0.7 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 1 MS Page 2 37: Driveway 5 & Kirkwood Blvd 2022 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection _qqEIWr_ Int Delay, s/veh 0.3 40: Driveway 6 & Kirkwood Blvd 2022 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Int Delay, s/veh 0.4 Movement EBT EBR WBL WBT I NBL NBR Movement EBT EBR WBL WBT NBL Traffic Vol, veh/h 175 35 2 1284 33 2 Traffic Vol, veh/h 208 39 2 1315 37 1 Future Vol, veh/h 175 35 2 1284 33 2 Future Vol, veh/h 208 39 2 1315 37 1 Conflicting Peds, #Ihr 0 0 0 0 0 0 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop Sign Control Free Free Free Free Stop Stop RT Channelized None None - None RT Channelized None - None - None Storage Length - 0 Storage Length 100 - 0 Veh in Median Storage, # 0 0 0 Veh in Median Storage, # 0 - 0 0 Grade, % 0 0 0 - Grade, % 0 - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 190 38 2 1396 36 2 Mvmt Flow 226 42 2 1429 40 1 Major/Minor Majorl Major2 Minorl Major/Minor Majorl ! ` " Minorl Conflicting Flow All 0 0 228 0 772 114 Conflicting Flow All 0 0 268 0 823 134 Stage 1 - - - - 209 - Stage 1 - - - - 247 - Stage 2 - 563 - Stage 2 - 576 - Critical Hdwy 5.34 5.74 7.14 Critical Hdwy 5.34 5.74 7.14 - Critical Hdwy Stg 1 6.64 - Critical Hdwy Stg 1 6.64 Critical Hdwy Stg 2 - 6.04 - Critical Hdwy Stg 2 - 6.04 - Follow-up Hdwy 3.12 3.82 3.92 Follow-up Hdwy 3.12 3.82 3.92 Pot Cap-1 Maneuver 907 403 779 Pot Cap-1 Maneuver 869 380 757 Stage 1 - 715 - Stage 1 - 679 - Stage 2 - 487 - Stage 2 - 479 - Platoon blocked, % Platoon blocked, % Mov Cap-1 Maneuver 907 399 779 Mov Cap-1 Maneuver 869 379 757 Mov Cap-2 Maneuver - 399 Mov Cap-2 Maneuver - 379 - Stage 1 715 Stage 1 679 Stage 2 482 Stage 2 478 Approach EB WB Approach EB WB HCM Control Delay, s 0 0 14.7 HCM Control Delay, s 0 0 15.5 HCM LOS B HCM LOS C Minor Lane/Major Mvmt NBLnl EBT EBR WBL WBT Capacity (veh/h) 410 907 HCM Lane V/C Ratio 0.093 0.002 HCM Control Delay (s) 14.7 9 0 HCM Lane LOS B A A HCM 95th %tile Q(veh) 0.3 0 - Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 384 869 HCM Lane V/C Ratio 0.108 0.003 HCM Control Delay (s) 15.5 9.2 HCM Lane LOS C A HCM 95th %tile Q(veh) 0.4 0 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 3 MS Page 4 6: Solana Blvd/Kirkwood Blvd & SH-114 SB Off -Ramp 2027 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Grouf------'TBL EST EBR WBL WBT WBR NBL NBT NBR SBL SBR Lane Configurations tt r ) tt ) +T + Traffic Volume (vph) 0 414 324 393 817 0 0 0 0 612 1 80 Future Volume (vph) 0 414 324 393 817 0 0 0 0 612 1 80 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 450 352 427 888 0 0 0 0 665 1 87 Shared Lane Traffic (%) 50% Lane Group Flow (vph) 0 450 352 427 888 0 0 0 0 332 421 0 Turn Type NA Perm pm+pt NA Perm NA Protected Phases 2 1 12 4 Permitted Phases 2 12 4 Detector Phase 2 2 1 12 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 9.5 22.5 22.5 Total Split (s) 30.0 30.0 18.0 52.0 52.0 Total Split (%) 30.0% 30.0 % 18.0 % 52.0 % 52.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lag Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max C-Max None None None Act Effct Green (s) 25.5 25.5 41.6 46.1 44.9 44.9 Actuated g/C Ratio 0.26 0.26 0.42 0.46 0.45 0.45 v/c Ratio 0.50 0.53 0.93 0.54 0.46 0.29 Control Delay 34.1 6.5 48.7 20.3 21.0 15.8 Queue Delay 0.0 0.0 0.0 1.4 0.0 0.0 Total Delay 34.1 6.5 48.7 21.7 21.0 15.8 LOS C A D C C B Approach Delay 22.0 30.5 18.1 Approach LOS C C B Queue Length 50th (ft) 128 0 -201 197 148 76 Queue Length 95th (ft) 178 69 m#351 298 229 111 Internal Link Dist (ft) 1214 327 1036 836 Turn Bay Length (ft) 350 Base Capacity (vph) 902 665 457 1633 764 1522 Starvation Cap Reductn 0 0 0 510 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.50 0.53 0.93 0.79 0.43 0.28 Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 75 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.93 TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 1 6: Solana Blvd/Kirkwood Blvd & SH-114 SIB Off -Ramp 2027 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Group' 06 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 5 6 8 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 22.4 25.6 52.0 Total Split (%) 22% 26% 52% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Max None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summer TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 2 6: Solana Blvd/Kirkwood Blvd & SH-114 SIB Off -Ramp 2027 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Signal Delay: 24.9 Intersection LOS: C Intersection Capacity Utilization 76.9 % ICU Level of Service D Analysis Period (min)15 - Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 6: Solana Blvd/Kirkwood Blvd & SH-114 SB Off -Ramp a6 6 1 91 �42 R #6I ■ 14 18 s 1 130S 52 s F �OS TAB �A5 �R 25.6 s 22.4 s 52 s 8: SH-114 NB Off -Ramp & Kirkwood Blvd 2027 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM -'*,-,* r- 4- T/,. ti 1 -' Lane Group - EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations V1 tt tt ?I Vi +Tf+ Traffic Volume (vph) 166 861 0 0 471 84 741 158 627 0 0 0 Future Volume (vph) 166 861 0 0 471 84 741 158 627 0 0 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 180 936 0 0 512 91 805 172 682 0 0 0 Shared Lane Traffic (%) 28°% Lane Group Flow (vph) 180 936 0 0 512 91 580 1079 0 0 0 0 Turn Type pm+pt NA NA Perm Perm NA Protected Phases 5 56 6 8 Permitted Phases 56 6 8 Detector Phase 5 56 6 6 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 22.5 22.5 Total Split (s) 22.4 25.6 25.6 52.0 52.0 Total Split (%) 22.4% 25.6°% 25.6 % 52.0% 52.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes - Recall Mode None C-Max C-Max None None Act Effct Green (s) 41.6 46.1 23.7 23.7 44.9 44.9 Actuated g/C Ratio 0.42 0.46 0.24 0.24 0.45 0.45 v/c Ratio 0.41 0.57 0.61 0.20 0.80 0.96dr - Control Delay 28.1 24.3 38.5 8.4 33.2 25.9 Queue Delay 0.0 0.2 0.2 0.0 0.0 0.0 - Total Delay 28.1 24.5 38.7 8.4 33.2 25.9 LOS C C D A C C - Approach Delay 25.1 34.1 28.5 Approach LOS C C C - Queue Length 50th (ft) 74 213 159 0 321 278 Queue Length 95th (ft) 121 255 216 40 481 363 Internal Link Dist (ft) 327 247 1055 1095 Turn Bay Length (ft) Base Capacity(vph) 444 1633 840 445 764 1474 Starvation Cap Reductn 0 136 0 0 0 0 Spillback Cap Reductn 0 0 45 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.41 0.63 0.64 0.20 0.76 0.73 Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 75 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.93 TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 3 MS Page 4 8: SH-114 NB Off -Ramp & Kirkwood Blvd 2027 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 5.0 5.0 5.0 9.5 22.5 22.5 18.0 30.0 52.0 18% 30% 52% 3.5 3.5 3.5 1.0 1.0 1.0 Lead Lag Yes Yes None C-Max None 8: SH-114 NB Off -Ramp & Kirkwood Blvd 2027 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Signal Delay: 28.4 Intersection LOS: C Intersection Capacity Utilization 76.9 % ICU Level of Service D Analysis Period (min)15 dr Defacto Right Lane. Recode with 1 though lane as a right lane. Splits and Phases: 8: SH-114 NB Off -Ramp & Kirkwood Blvd #6 #6 #6 A 52 s s .._.:�q6 =s =a 22.45 52s TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 5 MS Page 6 16: Dove Rd & SH-114 SIB Off -Ramp 2027 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Group EBL EST EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations tT+ +Tt ) r{ Traffic Volume (vph) 0 488 911 117 593 0 0 0 0 184 156 77 Future Volume (vph) 0 488 911 117 593 0 0 0 0 184 156 77 Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Adj. Flow (vph) 0 588 1098 141 714 0 0 0 0 222 188 93 Shared Lane Traffic (°!°) 24% Lane Group Flow (vph) 0 1686 0 0 855 0 0 0 0 169 334 0 Turn Type NA pm+pt NA Perm NA Protected Phases 2 1 21 4 Permitted Phases 21 4 Detector Phase 2 1 21 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 9.5 22.5 22.5 Total Split (s) 66.5 9.5 24.0 24.0 Total Split (%) 66.5% 9.5 % 24.0 % 24.0% Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 Lead/Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max None None None Act Effct Green (s) 65.8 70.8 15.7 15.7 Actuated g/C Ratio 0.66 0.71 0.16 0.16 v/c Ratio 0.92dr 0.63 0.67 0.62 Control Delay 11.8 6.9 52.6 38.3 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 11.8 6.9 52.6 38.3 LOS B A D D Approach Delay 11.8 6.9 43.1 Approach LOS B A D Queue Length 50th (ft) 276 57 110 93 Queue Length 95th (ft) 328 61 165 123 Internal Link Dist (ft) 224 394 1722 1376 Turn Bay Length (ft) 240 Base Capacity (vph) 2232 1352 313 665 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.76 0.63 0.54 0.50 Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 75 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.76 TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 7 16: Dove Rd & SH-114 SB Off -Ramp 2027 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Group o6 08 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 5 6 8 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 9.5 50.7 38.2 Total Split (%) 10% 51% 38% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Min Max Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summer TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 8 16: Dove Rd & SH-114 SIB Off -Ramp 2027 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Signal Delay: 15.6 Intersection LOS: B Intersection Capacity Utilization 82.0 % ICU Level of Service D Analysis Period (min)15 dr Defacto Right Lane. Recode with 1 though lane as a right lane. 19: SH-114 NB Frontage Rd & Dove Rd 2027 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM -,*,-,* r- 4- T/,. ti 1 -' Lane Group- EBL EST EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +Tt 0 ►j q + Traffic Volume (vph) 91 572 0 0 417 111 305 138 446 0 0 0 Future Volume (vph) 91 572 0 0 417 111 305 138 446 0 0 0 Peak Hour Factor 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 Adj. Flow (vph) 114 715 0 0 521 139 381 173 558 0 0 0 Shared Lane Traffic (%) 10°% Lane Group Flow (vph) 0 829 0 0 660 0 343 769 0 0 0 0 Turn Type pm+pt NA NA Perm NA Protected Phases 5 65 6 8 Permitted Phases 65 8 Detector Phase 5 65 6 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 22.5 Total Split (s) 9.5 50.7 38.2 38.2 Total Split (%) 9.5 % 50.7°% 38.2% 38.2% JIM Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 Lead/Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes - Recall Mode None C-Min Max Max Act Effct Green (s) 52.8 37.4 33.7 33.7 Actuated g/C Ratio 0.53 0.37 0.34 0.34 v/c Ratio 0.57 0.50 0.63 0.88dr - Control Delay 15.0 13.7 34.2 24.3 Queue Delay 0.0 0.0 0.0 0.0 - Total Delay 15.0 13.7 34.2 24.3 LOS B B C C - Approach Delay 15.0 13.7 27.3 Approach LOS B B C - Queue Length 50th (ft) 153 65 201 172 Queue Length 95th (ft) 140 66 262 197 Internal Link Dist (ft) 394 990 1769 1583 Turn Bay Length (ft) a Base Capacity (vph) 1519 1607 542 1144 Starvation Cap Reductn 7 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.55 0.41 0.63 0.67 Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 75 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.76 TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report Ms Page 9 MS Page 10 19: SH-114 NB Frontage Rd & Dove Rd 2027 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Group of o2 o4 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases 1 2 4 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 9.5 66.5 24.0 Total Split (%) 10% 67% 24 % Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Max None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 19: SH-114 NB Frontage Rd & Dove Rd 2027 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Signal Delay: 19.9 Intersection LOS: B Intersection Capacity Utilization 62.8 % ICU Level of Service B Analysis Period (min)15 dr Defacto Right Lane. Recode with 1 though lane as a right lane. iplits and Phases: 19: SH-114 NB Frontage Rd & Dove Rd #16 #16 =t166 1 11 �2 ■ 11 24 s 9.5 s =19 =19 =19 t" 6'R, �05 38.2s 150.75 9.Ss TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 11 MS Page 12 22: Dove Rd & Kirkwood Blvd 2027 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM *_ t ti r Lane Grout- EBL EST WBT WBR SBL SBR Lane Configurations ►j Tt Tf+ Vi ?I Traffic Volume (vph) 597 242 331 138 50 171 Future Volume (vph) 597 242 331 138 50 171 Peak Hour Factor 0.77 0.77 0.77 0.77 0.77 0.77 Adj. Flow (vph) 775 314 430 179 65 222 Shared Lane Traffic (%) Lane Group Flow (vph) 775 314 609 0 65 222 Turn Type pm+pt NA NA Prot Perm Protected Phases 7 4 8 1 Permitted Phases 4 6 Detector Phase 7 4 8 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 9.5 Total Split (s) 54.0 83.0 29.0 17.0 17.0 Total Split (%) 54.0 % 83.0% 29.0 % 17.0 % 17.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode None C-Max C-Max None None Act Effct Green (s) 82.0 82.0 37.8 9.0 9.0 Actuated g/C Ratio 0.82 0.82 0.38 0.09 0.09 v/c Ratio 0.84 0.11 0.46 0.41 0,65 Control Delay 22.2 3.6 25.1 49.8 15.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 22.2 3.6 25.1 49.8 15.1 LOS C A C D B Approach Delay 16.8 25.1 22.9 Approach LOS B C C Queue Length 50th (ft) 341 28 141 40 0 Queue Length 95th (ft) 334 35 186 68 37 Internal Link Dist (ft) 990 172 351 Turn Bay Length (ft) 100 Base Capacity (vph) 1050 2901 1316 221 392 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.74 0.11 0.46 0.29 0.57 Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBT, Start of Green Natural Cycle: 70 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.84 TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 13 22: Dove Rd & Kirkwood Blvd 2027 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Signal Delay: 20.2 Intersection LOS: C Intersection Capacity Utilization 62.1 % ICU Level of Service B Analysis Period (min)15 iplits and Phases: 22: Dove Rd & Kirkwood Blvd tT 4 ■ F f 07 43 `R1 54 s 29 s TIA for Wilks Tract Development in Southlake, Texas MS Synchro 9 Report Page 14 19: SH-114 NB Frontage Rd & Dove Rd 2027 Background(With Improvements) TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Group EBL EST EBR WBL WBT WBR NBL NBT NBR SBL SBT M Lane Configurations 0 tt ?I ) +T T+ Traffic Volume (vph) 91 572 0 0 417 111 305 138 446 0 0 0 Future Volume (vph) 91 572 0 0 417 111 305 138 446 0 0 0 Peak Hour Factor 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 Adj. Flow (vph) 114 715 0 0 521 139 381 173 558 0 0 0 Shared Lane Traffic (%) 10% Lane Group Flow (vph) 0 829 0 0 521 139 343 769 0 0 0 0 Turn Type pm+pt NA NA Perm Perm NA Protected Phases 5 65 6 8 Permitted Phases 65 6 8 Detector Phase 5 65 6 6 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 22.5 22.5 Total Split (s) 9.5 51.3 51.3 39.2 39.2 Total Split (%) 9.5% 51.3 % 51.3% 39.2% 39.2% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 Lead/Lag Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None C-Min C-Min Max Max Act Effct Green (s) 51.8 36.3 36.3 34.7 34.7 Actuated g/C Ratio 0.52 0.36 0.36 0.35 0.35 v/c Ratio 0.55 0.41 0.21 0.61 0.87dr Control Delay 14.9 15.4 1.3 32.8 23.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 14.9 15.4 1.3 32.8 23.9 LOS B B A C C Approach Delay 14.9 12.4 26.7 Approach LOS B B C Queue Length 50th (it) 159 63 0 197 173 Queue Length 95th (ft) 145 61 3 258 198 Internal Link Dist (it) 394 990 1769 1583 Turn Bay Length (ft) 200 Base Capacity (vph) 1583 1656 814 558 1164 Starvation Cap Reductn 28 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.53 0.31 0.17 0.61 0.66 Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 75 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.76 TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 1 19: SH-114 NB Frontage Rd & Dove Rd 2027 Background(With Improvements) TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Group- e1 o2 o4 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 1 2 4 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 9.5 66.5 24.0 Total Split (%) 10% 67% 24% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Max None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (it) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summer TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 2 19: SH-114 NB Frontage Rd & Dove Rd 2027 Background(With Improvements) TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Signal Delay: 19.3 Intersection LOS: B Intersection Capacity Utilization 59.3 % ICU Level of Service B Analysis Period (min)15 dr Defacto Right Lane. Recode with 1 though lane as a right lane. SDlits and Phases: 19: SH-114 NB Frontage Rd & Dove Rd =16 #16 =16 1 14 :p2 ■ 1I 24s Ss 9.5s =19 =19 =19 F 4.1 QB �p6 `R'- 39.2s 151.3s 9.5s TIA for Wilks Tract Development in Southlake, Texas MS Synchro 9 Report Page 3 2: Driveway 4/T W King Rd & Kirkwood Blvd 2027 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Intersection Delay, s/veh 42.4 Intersection LOS E Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Traffic Vol, veh/h 0 37 829 125 0 0 97 11 0 17 1 0 Future Vol, veh/h 0 37 829 125 0 0 97 11 0 17 1 0 Peak Hour Factor 0.92 0.91 0.91 0.92 0.92 0.92 0.91 0.91 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 41 911 136 0 0 107 12 0 18 1 0 Number of Lanes 0 1 2 0 0 0 2 0 0 0 2 0 Approach - NB Opposing Approach WB EB SB Opposing Lanes 2 3 2 Conflicting Approach Left SB NB EB Conflicting Lanes Left 2 2 3 Conflicting Approach Right NB SB WB Conflicting Lanes Right 2 2 2 HCM Control Delay 52.2 13 13 HCM LOS F B B Lane NBLn1 NBLn2 EBLnl E13Ln2 EBLn3 WBLnl WBLn2 SBLnl S13Ln2 Vol Left,% 98% 0% 100% 0% 0% 0% 0% 94% 0% Vol Thru, % 2% 100% 0% 100% 69% 100% 75% 6% 0% Vol Right, % 0% 0% 0% 0% 31% 0% 25% 0% 100% Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 17 1 37 553 401 65 43 131 396 LT Vol 17 0 37 0 0 0 0 123 0 Through Vol 0 1 0 553 276 65 32 8 0 RT Vol 0 0 0 0 125 0 11 0 396 Lane Flow Rate 19 1 41 607 440 71 48 144 435 Geometry Grp 8 8 8 8 8 8 8 8 8 Degree ofUtil(X) 0.051 0.002 0.086 1 0.839 0.173 0.114 0.324 0.84 Departure Headway (Hd) 9.721 9.233 7.599 7.091 6.87 8.783 8.605 8.111 6.951 Convergence, YIN Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 367 386 471 510 527 407 415 443 522 Service Time 7.512 7.025 5.357 4.849 4.627 6.566 6.388 5.861 4.701 HCM Lane VIC Ratio 0.052 0.003 0.087 1.19 0.835 0.174 0.116 0.325 0.833 HCM Control Delay 13 12 11.1 66.6 36.1 13.4 12.5 14.7 36.5 HCM Lane LOS B B B F E B B B E HCM 95th-tile Q 0.2 0 0.3 13.7 8.6 0.6 0.4 1.4 8.6 TIA for Wilks Tract Development in Southlake, Texas MS 2: Driveway 4/T W King Rd & Kirkwood Blvd 2027 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SB: Traffic Vol, veh/h 0 123 8 396 Future Vol, veh/h 0 123 8 396 Peak Hour Factor 0.92 0.91 0.92 0.91 Heavy Vehicles, % 2 2 2 2 Mvmt Flow 0 135 9 435 Number of Lanes 0 0 1 1 Approach SB Opposing Approach NB Opposing Lanes 2 Conflicting Approach Left WB Conflicting Lanes Left 2 Conflicting Approach Right EB Conflicting Lanes Right 3 HCM Control Delay 31.1 HCM LOS D Synchro 9 Report TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report Page 1 MS Page 2 14: Kirkwood Blvd & Driveway 1 2027 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Int Delay, s/veh 2.2 30: Kirkwood Blvd & Driveway 2 2027 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Int Delay, s/veh 2.1 Movement -1 EBL EBR NBL NBT SBT SBR Movement EBL Traffic Vol, veh/h 23 23 183 460 44 183 Traffic Vol, veh/h 29 23 150 333 204 191 Future Vol, veh/h 23 23 183 460 44 183 Future Vol, veh/h 29 23 150 333 204 191 Conflicting Peds, #Ihr 0 0 0 0 0 0 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free Sign Control Stop Stop Free Free Free Free RT Channelized - None - None None RT Channelized - None - None None Storage Length 0 100 150 - - 150 Storage Length 0 100 150 - - 150 Veh in Median Storage, # 0 - - 0 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 25 25 199 500 48 199 Mvmt Flow 32 25 163 362 222 208 Major/Minor Minor2 Majorl Major2 Major/Minor Minot Majorl Major2 Conflicting Flow All 696 24 48 0 0 Conflicting Flow All 729 ill 222 0 0 Stage 1 48 - - - - Stage 1 222 - - Stage 2 648 - - Stage 2 507 - - Critical Hdwy 6.84 6.94 4.14 Critical Hdwy 6.84 6.94 4.14 Critical Hdwy Sig 1 5.84 - - Critical Hdwy Sig 1 5.84 - - Critical Hdwy Sig 2 5.84 - - Critical Hdwy Sig 2 5.84 - - Follow-up Hdwy 3.52 3.32 2.22 Follow-up Hdwy 3.52 3.32 2.22 Pot Cap-1 Maneuver 376 1047 1557 Pot Cap-1 Maneuver 358 921 1344 Stage 1 968 - - Stage 1 794 - - Stage 2 483 - - Stage 2 570 - - Platoon blocked, % Platoon blocked, % Mov Cap-1 Maneuver 328 1047 1557 Mov Cap-1 Maneuver 315 921 1344 Mov Cap-2 Maneuver 328 - - Mov Cap-2 Maneuver 315 - - Stage 1 968 Stage 1 794 Stage 2 421 Stage 2 501 Approach EB NB SB Approach EB NB SB HCM Control Delay, s 12.7 2.2 0 HCM Control Delay, s 13.9 2.5 0 HCM LOS B HCM LOS B Minor Lane/MajorMvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h) 1557 328 1047 HCM Lane V/C Ratio 0.128 0.076 0.024 HCM Control Delay (s) 7.7 16.9 8.5 HCM Lane LOS A C A HCM 95th %tile Q(veh) 0.4 0.2 0.1 TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 1 Minor Lane/MajorMvmt NBL NBT EBLn I EBLn2 SBT SBR Capacity (veh/h) 1344 315 921 HCM Lane V/C Ratio 0.121 0.1 0.027 HCM Control Delay (s) 8 17.7 9 HCM Lane LOS A C A HCM 95th %tile Q(veh) 0.4 0.3 0.1 TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 2 37: Driveway 5 & Kirkwood Blvd 2027 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection _qqEIWr_ Int Delay, s/veh 0.6 40: Driveway 6 & Kirkwood Blvd 2027 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Int Delay, s/veh 0.7 Movement EBT EBR WBL WBT NBL NBR Movement EBT EBR WBL WBT NBL Traffic Vol, veh/h 1415 35 2 507 25 2 Traffic Vol, veh/h 1449 39 2 530 28 1 Future Vol, veh/h 1415 35 2 507 25 2 Future Vol, veh/h 1449 39 2 530 28 1 Conflicting Peds, #Ihr 0 0 0 0 0 0 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop Sign Control Free Free Free Free Stop Stop RT Channelized None None - None RT Channelized None - None - None Storage Length - 0 Storage Length 100 - 0 Veh in Median Storage, # 0 0 0 Veh in Median Storage, # 0 - 0 0 Grade, % 0 0 0 - Grade, % 0 - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 1538 38 2 551 27 2 Mvmt Flow 1575 42 2 576 30 1 Major/Minor Majorl Major2 Minorl Major/Minor Majorl Minorl Conflicting Flow All 0 0 1576 0 1782 788 Conflicting Flow All 0 0 1617 0 1831 809 Stage 1 - - - - 1557 - Stage 1 - - - - 1596 - Stage 2 - 225 - Stage 2 - 235 - Critical Hdwy 5.34 5.74 7.14 Critical Hdwy 5.34 5.74 7.14 - Critical Hdwy Stg 1 6.64 - Critical Hdwy Stg 1 6.64 Critical Hdwy Stg 2 - 6.04 - Critical Hdwy Stg 2 - 6.04 - Follow-up Hdwy 3.12 3.82 3.92 Follow-up Hdwy 3.12 3.82 3.92 Pot Cap-1 Maneuver 204 122 287 Pot Cap-1 Maneuver 195 115 278 Stage 1 - 109 - Stage 1 - 103 - Stage 2 - 726 - Stage 2 - 718 - Platoon blocked, % Platoon blocked, % Mov Cap-1 Maneuver 204 120 287 Mov Cap-1 Maneuver 195 114 278 Mov Cap-2 Maneuver - 120 Mov Cap-2 Maneuver - 114 - Stage 1 109 Stage 1 103 Stage 2 716 Stage 2 711 Approach EB WB Approach EB WB NB HCM Control Delay, s 0 0.2 42.4 HCM Control Delay, s 0 0.1 47.2 HCM LOS E HCM LOS E Minor Lane/Major Mvmt NBLnl EBT EBR WBL WBT Capacity (veh/h) 125 204 HCM Lane V/C Ratio 0.235 0.011 HCM Control Delay (s) 42.4 22.8 0.1 HCM Lane LOS E C A HCM 95th %tile Q(veh) 0.9 0 - TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 3 Minor Lane/Major Mvmt NBLnl EBT EBR WBL WBT Capacity (veh/h) 116 195 HCM Lane V/C Ratio 0.272 0.011 HCM Control Delay (s) 47.2 23.7 HCM Lane LOS E C HCM 95th %tile Q(veh) 1 0 TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 4 6: Solana Blvd/Kirkwood Blvd & SH-114 SB Off -Ramp 2027 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Grouf------'TBL EST EBR WBL WBT WBR NBL NBT NBR SBL Sk Lane Configurations tt ?I ) tt ) r{� Traffic Volume (vph) 0 319 782 598 485 0 0 0 0 261 3 60 Future Volume (vph) 0 319 782 598 485 0 0 0 0 261 3 60 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Adj. Flow (vph) 0 367 899 687 557 0 0 0 0 300 3 69 Shared Lane Traffic (%) 50% Lane Group Flow (vph) 0 367 899 687 557 0 0 0 0 150 222 0 Turn Type NA Perm pm+pt NA Perm NA Protected Phases 2 1 12 4 Permitted Phases 2 12 4 Detector Phase 2 2 1 12 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 9.5 22.5 22.5 Total Split (s) 32.9 32.9 27.1 40.0 40.0 Total Split (%) 32.9% 32.9 % 27.1 % 40.0 % 40.0 % Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lag Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max C-Max None Max Max Act Effct Green (s) 28.4 28.4 51.0 55.5 35.5 35.5 Actuated g/C Ratio 0.28 0.28 0.51 0.56 0.36 0.36 v/c Ratio 0.37 0.95 1.07 0.28 0.26 0.19 Control Delay 29.9 28.8 85.9 15.0 24.5 15.7 Queue Delay 0.0 0.0 0.0 0.0 0.1 0.0 Total Delay 29.9 28.8 85.9 15.0 24.6 15.7 LOS C C F B C B Approach Delay 29.1 54.2 19.3 Approach LOS C D B Queue Length 50th (ft) 97 150 -407 97 73 35 Queue Length 95th (ft) 134 #414 m#497 m133 123 60 Internal Link Dist (ft) 1216 327 1036 836 Turn Bay Length (ft) 350 Base Capacity (vph) 1005 946 641 1964 571 1153 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 50 100 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.37 0.95 1.07 0.28 0.29 0.21 Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 100 Control Type: Actuated -Coordinated Maximum v/c Ratio:1.10 2/8/2016 Synchro 9 Report MS Page 1 6: Solana Blvd/Kirkwood Blvd & SH-114 SIB Off -Ramp 2027 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Group' 06 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 5 6 8 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 10.0 22.5 22.5 Total Split (s) 29.0 31.0 40.0 Total Split (%) 29% 31% 40% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode Max C-Max Max Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 2/8/2016 Synchro 9 Report MS Page 2 6: Solana Blvd/Kirkwood Blvd & SH-114 SIB Off -Ramp 2027 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Signal Delay: 38.7 Intersection LOS: D Intersection Capacity Utilization 99.2 % ICU Level of Service F Analysis Period (min)15 - Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 6: Solana Blvd/Kirkwood Blvd & SH-114 SB Off -Ramp �6 #6 1 91 Z =6I ■ 14 �7.1 s 9I7 s �8 #8 4" O6 �8 193 29s 40s 8: SH-114 NB Off -Ramp & Kirkwood Blvd 2027 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM -'*,-,* r- 4- T/,. ti 1 -' Lane Group - - - - - - - - ML EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations V1 tt tt ?I Vi +Tf+ Traffic Volume (vph) 464 186 0 0 770 723 374 1135 75 0 0 0 Future Volume (vph) 464 186 0 0 770 723 374 1135 75 0 0 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 488 196 0 0 811 761 394 1195 79 0 0 0 Shared Lane Traffic (%) 10°% Lane Group Flow (vph) 488 196 0 0 811 761 355 1313 0 0 0 0 Turn Type pm+pt NA NA Free Perm NA Protected Phases 5 56 6 8 Permitted Phases 56 Free 8 Detector Phase 5 56 6 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 22.5 22.5 22.5 Total Split (s) 29.0 31.0 40.0 40.0 Total Split (%) 29.0% 31.0 % 40.0% 40.0% Js Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes - Recall Mode Max C-Max Max Max Act Effct Green (s) 51.0 55.5 26.5 100.0 35.5 35.5 Actuated g/C Ratio 0.51 0.56 0.26 1.00 0.36 0.36 v/c Ratio 0.96 0.10 0.87 0.48 0.62 1.10 - Control Delay 75.8 12.0 46.2 1.0 32.5 89.1 Queue Delay 0.0 0.0 0.0 0.0 3.1 1.7 - Total Delay 75.8 12.0 46.2 1.0 35.5 90.8 LOS E B D A D F - Approach Delay 57.5 24.3 79.1 Approach LOS E C E - Queue Length 50th (ft) 297 30 259 0 203 -524 Queue Length 95th (ft) #478 48 #361 0 312 #667 Internal Link Dist (ft) 327 240 1055 1095 Turn Bay Length (ft) a Base Capacity(vph) 508 1964 937 1583 571 1195 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 127 265 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.96 0.10 0.87 0.48 0.80 1.41 Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 100 Control Type: Actuated -Coordinated Maximum v/c Ratio:1.10 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 3 MS Page 4 8: SH-114 NB Off -Ramp & Kirkwood Blvd 2027 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 5.0 5.0 5.0 9.5 22.5 22.5 27.1 32.9 40.0 27% 33% 40% 3.5 3.5 3.5 1.0 1.0 1.0 Lead Lag Yes Yes None C-Max Max 8: SH-114 NB Off -Ramp & Kirkwood Blvd 2027 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Signal Delay: 53.4 Intersection LOS: D Intersection Capacity Utilization 99.2 % ICU Level of Service F Analysis Period (min)15 - Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 8: SH-114 NB Off -Ramp & Kirkwood Blvd #6 #6 =6 to s #2 #8 05 11W0600148 =8 4o s 2/8/2016 Synchro 9 Report 2/8/2016 MS Page 5 MS Synchro 9 Report Page 6 16: SH-114 SB Frontage Rd/SH-114 SB Off -Ramp & Dove Rd 2027 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Group = EBL EST EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations tT+ +Tt ) r{ Traffic Volume (vph) 0 212 352 479 1473 0 0 0 0 121 172 157 Future Volume (vph) 0 212 352 479 1473 0 0 0 0 121 172 157 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 0 221 367 499 1534 0 0 0 0 126 179 164 Shared Lane Traffic (°!°) 10% Lane Group Flow (vph) 0 588 0 0 2033 0 0 0 0 113 356 0 Turn Type NA pm+pt NA Perm NA Protected Phases 2 1 12 4 Permitted Phases 12 4 Detector Phase 2 1 12 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 9.5 22.5 22.5 Total Split (s) 39.0 68.0 23.0 23.0 Total Split (%) 30.0% 52.3 % 17.7 % 17.7% Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 Lead/Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max None None None Act Effct Green (s) 37.4 100.6 15.9 15.9 Actuated g/C Ratio 0.29 0.77 0.12 0.12 v/c Ratio 0.51 0.89 0.58 0.76 Control Delay 19.5 10.4 65.3 51.1 Queue Delay 0.0 2.4 0.0 0.0 Total Delay 19.5 12.8 65.3 51.1 LOS B B E D Approach Delay 19.5 12.8 54.5 Approach LOS B B D Queue Length 50th (ft) 100 251 98 117 Queue Length 95th (ft) 161 m303 168 173 Internal Link Dist (ft) 224 394 1722 1376 Turn Bay Length (ft) 240 Base Capacity (vph) 1145 2294 229 529 Starvation Cap Reductn 0 157 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.51 0.95 0.49 0.67 Intersection Summary Cycle Length: 130 Actuated Cycle Length:130 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle:120 Control Type: Actuated -Coordinated Maximum v/c Ratio:1.01 2/8/2016 Synchro 9 Report MS Page 7 16: SH-114 SB Frontage Rd/SH-114 SB Off -Ramp & Dove Rd 2027 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Grouper 06 e8 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 5 6 8 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 9.8 48.2 72.0 Total Split (%) 8% 37% 55% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Min Max Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 2/8/2016 Synchro 9 Report MS Page 8 16: SH-114 SIB Frontage Rd/SH-114 SIB Off -Ramp & Dove Rd 2027 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Signal Delay: 20.4 Intersection LOS: C Intersection Capacity Utilization 91.9 % ICU Level of Service F Analysis Period (min)15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 16: SH-114 SIB Frontage Rd/SH-114 SB Off -Ramp & Dove Rd =16 #16 #16 i01 2 r01 23 s -19 1#19 TAB -19 -4p5 . 72 s 9.8 s 19: SH-114 NB Frontage Rd/SH-114 NB On -Ramp & Dove Rd 2027 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM -,*,-,* r- 4- T/,. ti 1 -' Lane Group- EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +Tt 0 ►j q + Traffic Volume (vph) 71 265 0 0 878 192 1052 1357 156 0 0 0 Future Volume (vph) 71 265 0 0 878 192 1052 1357 156 0 0 0 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Adj. Flow (vph) 72 268 0 0 887 194 1063 1371 158 0 0 0 Shared Lane Traffic (%) 20°% Lane Group Flow (vph) 0 340 0 0 1081 0 850 1742 0 0 0 0 Turn Type pm+pt NA NA Perm NA Protected Phases 5 56 6 8 Permitted Phases 56 8 Detector Phase 5 56 6 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 22.5 Total Split (s) 9.8 48.2 72.0 72.0 Total Split (%) 7.5 % 37.1 % 55.4% 55.4% JIM Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 Lead/Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes - Recall Mode None C-Min Max Max Act Effct Green (s) 48.8 43.4 67.7 67.7 Actuated g/C Ratio 0.38 0.33 0.52 0.52 v/c Ratio 0.45 0.93 1.01 1.00 Control Delay 48.7 48.9 66.1 53.5 Queue Delay 0.0 6.2 1.4 0.7 - Total Delay 48.7 55.1 67.5 54.2 LOS D E E D - Approach Delay 48.7 55.1 58.6 Approach LOS D E E - Queue Length 50th (ft) 141 406 -830 -796 Queue Length 95th (ft) 194 #574 #1104 #988 Internal Link Dist (ft) 394 990 1769 1583 Turn Bay Length (ft) a Base Capacity (vph) 763 1172 838 1736 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 70 4 5 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.45 0.98 1.02 1.01 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle:120 Control Type: Actuated -Coordinated Maximum v/c Ratio: 1.01 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 9 MS Page 10 19: SH-114 NB Frontage Rd/SH-114 NB On -Ramp & Dove Rd 2027 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Group 01 o2 e4 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases 1 2 4 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 68.0 39.0 23.0 Total Split (%) 52 % 30% 18% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Max None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 2/8/2016 Synchro 9 Report MS Page 11 19: SH-114 NB Frontage Rd/SH-114 NB On -Ramp & Dove Rd 2027 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Signal Delay: 56.8 Intersection LOS: E Intersection Capacity Utilization 99.7% ICU Level of Service F Analysis Period (min)15 - Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. and Phases: 19: SH-114 NB Frontage Rd/SH-114 NB On -Ramp & Dove Rd 2/8/2016 MS �19 Synchro 9 Report Page 12 22: Dove Rd & Kirkwood Blvd 2027 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM *_ t ti r Lane Grout- EBL EST WBT WBR SBL SBR Lane Configurations I Tt Tj+ Vi ?I Traffic Volume (vph) 192 220 316 274 160 623 Future Volume (vph) 192 220 316 274 160 623 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 213 244 351 304 178 692 Shared Lane Traffic (%) Lane Group Flow (vph) 213 244 655 0 178 692 Turn Type pm+pt NA NA Prot Perm Protected Phases 7 4 8 1 Permitted Phases 4 6 Detector Phase 7 4 8 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 Total Split (s) 25.0 67.0 42.0 63.0 63.0 Total Split (%) 19.2 % 51.5% 32.3 % 48.5 % 48.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode None C-Max C-Max None Max Act Effct Green (s) 62.5 62.5 43.2 58.5 58.5 Actuated g/C Ratio 0.48 0.48 0.33 0.45 0.45 v/c Ratio 0.59 0.14 0.54 0.22 0.69 Control Delay 36.0 19.3 28.2 22.8 10.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 36.0 19.3 28.2 22.8 10.1 LOS D B C C B Approach Delay 27.1 28.2 12.7 Approach LOS C C B Queue Length 50th (ft) 107 46 174 90 93 Queue Length 95th (ft) m154 m73 251 141 240 Internal Link Dist (ft) 990 172 351 Turn Bay Length (ft) 100 Base Capacity (vph) 417 1701 1205 796 1003 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.51 0.14 0.54 0.22 0.69 Intersection Summary Cycle Length: 130 Actuated Cycle Length:130 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBT, Start of Green Natural Cycle: 60 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.69 22: Dove Rd & Kirkwood Blvd 2027 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Signal Delay: 21.1 Intersection LOS: C Intersection Capacity Utilization 63.6 % ICU Level of Service B Analysis Period (min)15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 22: Dove Rd & Kirkwood Blvd 63s1 167S F 06 4? A8 `R) 163s. 1 125s I I42s 1 1 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 13 MS Page 14 19: SH-114 NB Frontage Rd & Dove Rd 2027 Background(With Improvements) TIA for Wilks Heritage in Southlake, Texas Timing Plan: PM Lane GroupOMMMMr"L EST EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations tt ?I Vi +T + Traffic Volume (vph) 71 265 0 0 878 192 1052 1357 156 0 0 0 Future Volume (vph) 71 265 0 0 878 192 1052 1357 156 0 0 0 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Adj. Flow (vph) 72 268 0 0 887 194 1063 1371 158 0 0 0 Shared Lane Traffic (%) 20% Lane Group Flow (vph) 0 340 0 0 887 194 850 1742 0 0 0 0 Turn Type pm+pt NA NA Perm Perm NA Protected Phases 5 56 6 8 Permitted Phases 56 6 8 Detector Phase 5 56 6 6 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 22.5 22.5 Total Split (s) 9.6 39.0 39.0 71.4 71.4 Total Split (%) 8.0% 32.5 % 32.5% 59.5% 59.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 Lead/Lag Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None Min Min C-Max C-Max Act Effct Green (s) 39.6 34.0 34.0 66.9 66.9 Actuated g/C Ratio 0.33 0.28 0.28 0.56 0.56 v/c Ratio 0.48 0.89 0.36 0.95 0.94 Control Delay 48.7 47.4 10.9 45.7 35.6 Queue Delay 0.0 0.2 0.0 0.0 0.0 Total Delay 48.7 47.5 10.9 45.7 35.6 LOS D D B D D Approach Delay 48.7 40.9 38.9 Approach LOS D D D Queue Length 50th (ft) 130 353 18 647 652 Queue Length 95th (ft) 181 #456 m65 #980 #863 Internal Link Dist (ft) 394 990 1769 1583 Turn Bay Length (ft) 200 Base Capacity (vph) 710 1017 552 897 1858 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 6 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.48 0.88 0.35 0.95 0.94 Intersection Summary Cycle Length: 120 Actuated Cycle Length:120 Offset: 0 (0%), Referenced to phase 1:WBTL and 8:, Start of Green Natural Cycle: 90 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.95 2/8/2016 Synchro 9 Report MS Page 1 19: SH-114 NB Frontage Rd & Dove Rd 2027 Background(With Improvements) TIA for Wilks Heritage in Southlake, Texas Timing Plan: PM Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 1 2 4 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 65.4 32.0 22.6 Total Split (%) 55% 27% 19% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode C-Max Max None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 2/8/2016 Synchro 9 Report MS Page 2 19: SH-114 NB Frontage Rd & Dove Rd 2027 Background(With Improvements) TIA for Wilks Heritage in Southlake, Texas Timing Plan: PM Intersection Signal Delay: 40.3 Intersection LOS: D Intersection Capacity Utilization 93.6 % ICU Level of Service F Analysis Period (min)15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 19: SH-114 NB Frontage Rd & Dove Rd #16 #16 #16 i14 2 7q1 22.6 s =19 19 =19 F "5 `R' i66 v5 71.4s 39s 9,6s 218I2016 MS Synchro 9 Report Page 3 2: Driveway 4/T W King Rd & Kirkwood Blvd 2027 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Intersection Delay, s/veh 51.1 Intersection LOS F Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Traffic Vol, veh/h 0 76 88 22 0 0 1157 181 0 108 7 0 Future Vol, veh/h 0 76 88 22 0 0 1157 181 0 108 7 0 Peak Hour Factor 0.92 0.89 0.89 0.92 0.92 0.92 0.89 0.89 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 85 99 24 0 0 1300 203 0 117 8 0 Number of Lanes 0 1 2 0 0 0 2 0 0 0 2 0 Approach - W13 N Opposing Approach WB EB SIB Opposing Lanes 2 3 2 Conflicting Approach Left SIB NB EB Conflicting Lanes Left 2 2 3 Conflicting Approach Right NB SB WB Conflicting Lanes Right 2 2 2 HCM Control Delay 12.9 64.2 15.7 HCM LOS B F C Lane NBLn1 NBLn2 EBLnl E13Ln2 EBLn3 WBLnl WBLn2 SBLnl SBLn2 Vol Left,% 98% 0% 100% 0% 0% 0% 0% 95% 0% Vol Thru, % 2% 100% 0% 100% 57% 100% 68% 5% 0% Vol Right, % 0% 0% 0% 0% 43% 0% 32% 0% 100% Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 110 5 76 59 51 771 567 19 161 LT Vol 108 0 76 0 0 0 0 18 0 Through Vol 2 5 0 59 29 771 386 1 0 RT Vol 0 0 0 0 22 0 181 0 161 Lane Flow Rate 120 5 85 66 57 867 637 21 181 Geometry Grp 8 8 8 8 8 8 8 8 8 Degree of Util (X) 0.305 0.012 0.208 0.151 0.126 1 1 0.053 0.391 Departure Headway (Hd) 9.162 8.674 8.768 8.268 7.968 6.711 6.484 8.948 7.778 Convergence, YIN Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 393 413 410 434 450 546 560 401 463 Service Time 6.904 6.416 6.512 6.012 5.712 4.473 4.246 6.684 5.513 HCM Lane VIC Ratio 0.305 0.012 0.207 0.152 0.127 1.588 1.137 0.052 0.391 HCM Control Delay 15.9 11.5 13.8 12.5 11.9 64.7 63.5 12.2 15.4 HCM Lane LOS C B B B B F F B C HCM 95th-tile Q 1.3 0 0.8 0.5 0.4 14.1 14.4 0.2 1.8 2: Driveway 4/T W King Rd & Kirkwood Blvd 2027 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT Traffic Vol, veh/h 0 18 1 161 Future Vol, veh/h 0 18 1 161 Peak Hour Factor 0.92 0.89 0.92 0.89 Heavy Vehicles, % 2 2 2 2 Mvmt Flow 0 20 1 181 Number of Lanes 0 0 1 1 Approach SIB Opposing Approach NB Opposing Lanes 2 Conflicting Approach Left WB Conflicting Lanes Left 2 Conflicting Approach Right EB Conflicting Lanes Right 3 HCM Control Delay 15.1 HCM LOS C 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 1 MS Page 2 14: Kirkwood Blvd & Driveway 1 2027 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Int Delay, s/veh 5.1 30: Kirkwood Blvd & Driveway 2 2027 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Int Delay, s/veh 5.8 Movement -1 EBL EBR NBL NBT SBT SBR Movement EBL Traffic Vol, veh/h 144 144 33 371 530 33 Traffic Vol, veh/h 180 144 27 488 418 34 Future Vol, veh/h 144 144 33 371 530 33 Future Vol, veh/h 180 144 27 488 418 34 Conflicting Peds, #Ihr 0 0 0 0 0 0 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free Sign Control Stop Stop Free Free Free Free RT Channelized - None - None None RT Channelized - None - None None Storage Length 0 100 150 - - 150 Storage Length 0 100 150 - 150 Veh in Median Storage, # 0 - - 0 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 157 157 36 403 576 36 Mvmt Flow 196 157 29 530 454 37 Major/Minor Minor2 Majorl Major2 Major/Minor Minot Majorl Major2 Conflicting Flow All 849 288 576 0 0 Conflicting Flow All 778 227 454 0 0 Stage 1 576 - - - - Stage 1 454 - - - Stage 2 273 - - Stage 2 324 - - Critical Hdwy 6.84 6.94 4.14 Critical Hdwy 6.84 6.94 4.14 Critical Hdwy Stg 1 5.84 - - Critical Hdwy Stg 1 5.84 - Critical Hdwy Stg 2 5.84 - - Critical Hdwy Stg 2 5.84 - - Follow-up Hdwy 3.52 3.32 2.22 Follow-up Hdwy 3.52 3.32 2.22 Pot Cap-1 Maneuver 300 709 993 Pot Cap-1 Maneuver 333 776 1103 Stage 1 525 - - Stage 1 606 - - Stage 2 748 - - Stage 2 705 - - Platoon blocked, % Platoon blocked, % Mov Cap-1 Maneuver 289 709 993 Mov Cap-1 Maneuver 324 776 1103 Mov Cap-2 Maneuver 289 - - Mov Cap-2 Maneuver 324 - - Stage 1 525 Stage 1 606 Stage 2 721 Stage 2 686 Approach EB NB SB Approach EB NB SB HCM Control Delay, s 21.4 0.7 0 HCM Control Delay, s 22.4 0.4 0 HCM LOS C HCM LOS C Minor Lane/MajorMvmt NBL NBTEBLn1EBLn2 SBT SBR Minor Lane/MajorMvmt NBL NBT EBLn I EBLn2 SBT SBR Capacity (veh/h) 993 289 709 Capacity (veh/h) 1103 324 776 HCM Lane V/C Ratio 0.036 0.542 0.221 HCM Lane V/C Ratio 0.027 0.604 0.202 HCM Control Delay (s) 8.8 31.3 11.5 HCM Control Delay (s) 8.4 31.7 10.8 HCM Lane LOS A D B HCM Lane LOS A D B HCM 95th %tile Q(veh) 0.1 3 0.8 HCM 95th %tile Q(veh) 0.1 3.7 0.8 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 1 MS Page 2 37: Driveway 5 & Kirkwood Blvd 2027 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection _qqEIWr_ Int Delay, s/veh 0.3 40: Driveway 6 & Kirkwood Blvd 2027 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Int Delay, s/veh 0.4 Movement EBT EBR WBL WBT I NBL NBR Movement EBT EBR WBL WBT NBL Traffic Vol, veh/h 189 35 2 1425 33 2 Traffic Vol, veh/h 223 39 2 1456 37 1 Future Vol, veh/h 189 35 2 1425 33 2 Future Vol, veh/h 223 39 2 1456 37 1 Conflicting Peds, #Ihr 0 0 0 0 0 0 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop Sign Control Free Free Free Free Stop Stop RT Channelized None None - None RT Channelized None - None - None Storage Length - 0 Storage Length 0 100 - 0 Veh in Median Storage, # 0 0 0 Veh in Median Storage, # 0 - - 0 0 Grade, % 0 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 205 38 2 1549 36 2 Mvmt Flow 242 42 2 1583 40 1 Major/Minor Majorl Major2 Minorl Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 243 0 848 122 Conflicting Flow All 0 0 242 0 879 121 Stage 1 - - - - 224 - Stage 1 - - - - 242 Stage 2 - 624 - Stage 2 - 637 Critical Hdwy 5.34 5.74 7.14 Critical Hdwy 4.14 6.29 6.94 Critical Hdwy Stg 1 6.64 Critical Hdwy Stg 1 - 5.84 - Critical Hdwy Stg 2 - 6.04 - Critical Hdwy Stg 2 - 6,04 - Follow-up Hdwy 3.12 3.82 3.92 Follow-up Hdwy 2.22 3.67 3.32 Pot Cap-1 Maneuver 892 370 770 Pot Cap-1 Maneuver 1322 320 908 Stage 1 - 700 - Stage 1 - 748 - Stage 2 - 452 - Stage 2 - 458 - Platoon blocked, % Platoon blocked, % Mov Cap-1 Maneuver 892 364 770 Mov Cap-1 Maneuver 1322 320 908 Mov Cap-2 Maneuver - 364 Mov Cap-2 Maneuver - 320 - Stage 1 700 Stage 1 748 Stage 2 445 Stage 2 457 Approach EB WB Approach EB WB INS HCM Control Delay, s 0 0 15.7 HCM Control Delay, s 0 0 17.6 HCM LOS C HCM LOS C Minor Lane/Major Mvmt NBLnl EBT EBR WBL WBT Capacity (veh/h) 375 892 HCM Lane V/C Ratio 0.101 0.002 HCM Control Delay (s) 15.7 9 0 HCM Lane LOS C A A HCM 95th %tile Q(veh) 0.3 0 - Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 326 1322 HCM Lane V/C Ratio 0.127 0.002 HCM Control Delay (s) 17.6 7.7 HCM Lane LOS C A HCM 95th %tile Q(veh) 0.4 0 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 3 MS Page 4 6: Solana Blvd/Kirkwood Blvd & SH-114 SB Off -Ramp 2027 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Grouf------'TBL EST EBR WBL WBT WBR NBL NBT NBR SBL SBR Lane Configurations tt r ) tt ) +T + Traffic Volume (vph) 0 453 324 396 822 0 0 0 0 771 1 80 Future Volume (vph) 0 453 324 396 822 0 0 0 0 771 1 80 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 492 352 430 893 0 0 0 0 838 1 87 Shared Lane Traffic (%) 50% Lane Group Flow (vph) 0 492 352 430 893 0 0 0 0 419 507 0 Turn Type NA Perm pm+pt NA Perm NA Protected Phases 2 1 12 4 Permitted Phases 2 12 4 Detector Phase 2 2 1 12 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 9.5 22.5 22.5 Total Split (s) 30.0 30.0 18.0 52.0 52.0 Total Split (%) 30.0% 30.0 % 18.0 % 52.0 % 52.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lag Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max C-Max None None None Act Effct Green (s) 25.5 25.5 41.3 45.8 45.2 45.2 Actuated g/C Ratio 0.26 0.26 0.41 0.46 0.45 0.45 v/c Ratio 0.55 0.53 0.99 0.55 0.58 0.35 Control Delay 34.9 6.5 61.2 20.3 23.6 17.0 Queue Delay 0.0 0.0 0.0 1.6 0.0 0.0 Total Delay 34.9 6.5 61.2 21.9 23.6 17.0 LOS C A E C C B Approach Delay 23.1 34.7 20.0 Approach LOS C C B Queue Length 50th (ft) 143 0 -187 198 201 99 Queue Length 95th (ft) 195 69 m#377 296 304 139 Internal Link Dist (ft) 1214 327 1036 836 Turn Bay Length (ft) 350 Base Capacity (vph) 902 665 433 1620 764 1522 Starvation Cap Reductn 0 0 0 511 0 0 Spillback Cap Reductn 0 0 0 0 6 10 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.55 0.53 0.99 0.81 0.55 0.34 Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 75 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.99 TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 1 6: Solana Blvd/Kirkwood Blvd & SH-114 SIB Off -Ramp 2027 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Group' 06 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 5 6 8 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 22.4 25.6 52.0 Total Split (%) 22% 26% 52% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Max None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summer TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 2 6: Solana Blvd/Kirkwood Blvd & SH-114 SIB Off -Ramp 2027 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Signal Delay: 27.1 Intersection LOS: C Intersection Capacity Utilization 80.6 % ICU Level of Service D Analysis Period (min)15 - Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 6: Solana Blvd/Kirkwood Blvd & SH-114 SB Off -Ramp a6 6 1 91 �42 R #6I ■ 14 18 s 1 130S 52 s F �OS TAB �A5 �R 25.6 s 22.4 s 52 s 8: SH-114 NB Off -Ramp & Kirkwood Blvd 2027 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM -'*,-,* r- 4- T/,. ti 1 -' Lane Group - - - - - - - - ML EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations V1 tt tt if ) +Tf+ Traffic Volume (vph) 166 1059 0 0 479 106 741 158 647 0 0 0 Future Volume (vph) 166 1059 0 0 479 106 741 158 647 0 0 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 180 1151 0 0 521 115 805 172 703 0 0 0 Shared Lane Traffic (%) 27°% Lane Group Flow (vph) 180 1151 0 0 521 115 588 1092 0 0 0 0 Turn Type pm+pt NA NA Perm Perm NA Protected Phases 5 56 6 8 Permitted Phases 56 6 8 Detector Phase 5 56 6 6 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 22.5 22.5 Total Split (s) 22.4 25.6 25.6 52.0 52.0 Total Split (%) 22.4% 25.6°% 25.6 % 52.0% 52.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode None C-Max C-Max None None Act Effct Green (s) 41.3 45.8 23.4 23.4 45.2 45.2 Actuated g/C Ratio 0.41 0.46 0.23 0.23 0.45 0.45 v/c Ratio 0.41 0.71 0.63 0.25 0.81 1.01dr - Control Delay 30.0 27.9 39.1 7.9 33.4 27.2 Queue Delay 0.0 0.4 0.3 0.0 0.0 0.0 - Total Delay 30.0 28.3 39.4 7.9 33.4 27.2 LOS C C D A C C - Approach Delay 28.5 33.7 29.4 Approach LOS C C C - Queue Length 50th (ft) 79 277 163 0 329 293 Queue Length 95th (ft) 131 330 220 45 491 380 Internal Link Dist (ft) 327 247 1055 1095 Turn Bay Length (ft) a Base Capacity(vph) 437 1620 827 458 764 1455 Starvation Cap Reductn 0 122 0 0 0 0 Spillback Cap Reductn 0 0 45 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.41 0.77 0.67 0.25 0.77 0.75 Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 75 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.99 TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 3 MS Page 4 8: SH-114 NB Off -Ramp & Kirkwood Blvd 2027 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 5.0 5.0 5.0 9.5 22.5 22.5 18.0 30.0 52.0 18% 30% 52% 3.5 3.5 3.5 1.0 1.0 1.0 Lead Lag Yes Yes None C-Max None 8: SH-114 NB Off -Ramp & Kirkwood Blvd 2027 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Signal Delay: 29.8 Intersection LOS: C Intersection Capacity Utilization 80.6 % ICU Level of Service D Analysis Period (min)15 dr Defacto Right Lane. Recode with 1 though lane as a right lane. Splits and Phases: 8: SH-114 NB Off -Ramp & Kirkwood Blvd #6 #6 #6 A 52 s s .._.:�q6 =s =a 22.45 52s TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 5 MS Page 6 16: Dove Rd & SH-114 SIB Off -Ramp 2027 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Group EBL EST EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations tT+ +Tt ) r{ Traffic Volume (vph) 0 528 911 125 598 0 0 0 0 224 156 77 Future Volume (vph) 0 528 911 125 598 0 0 0 0 224 156 77 Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Adj. Flow (vph) 0 636 1098 151 720 0 0 0 0 270 188 93 Shared Lane Traffic (°!°) 32% Lane Group Flow (vph) 0 1734 0 0 871 0 0 0 0 184 367 0 Turn Type NA pm+pt NA Perm NA Protected Phases 2 1 21 4 Permitted Phases 21 4 Detector Phase 2 1 21 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 9.5 22.5 22.5 Total Split (s) 66.5 9.5 24.0 24.0 Total Split (%) 66.5% 9.5 % 24.0 % 24.0% Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 Lead/Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max None None None Act Effct Green (s) 65.2 70.2 16.3 16.3 Actuated g/C Ratio 0.65 0.70 0.16 0.16 v/c Ratio 0.93dr 0.87dl 0.70 0.66 Control Delay 12.9 7.9 53.8 40.6 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 12.9 7.9 53.8 40.6 LOS B A D D Approach Delay 12.9 7.9 45.0 Approach LOS B A D Queue Length 50th (ft) 306 71 120 107 Queue Length 95th (ft) 351 72 179 139 Internal Link Dist (ft) 224 394 1722 1376 Turn Bay Length (ft) 240 Base Capacity (vph) 2219 1308 313 658 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.78 0.67 0.59 0.56 Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 80 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.78 TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 7 16: Dove Rd & SH-114 SB Off -Ramp 2027 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Group o6 08 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 5 6 8 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 9.5 50.7 39.8 Total Split (%) 10% 51% 40% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Min Max Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summer TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 8 16: Dove Rd & SH-114 SIB Off -Ramp 2027 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Signal Delay: 17.2 Intersection LOS: B Intersection Capacity Utilization 84.2 % ICU Level of Service E Analysis Period (min)15 dl Defacto Left Lane. Recode with 1 though lane as a left lane. dr Defacto Right Lane. Recode with 1 though lane as a right lane. Splits and Phases: 16: Dove Rd & SH-114 SB Off -Ramp #116 ■ i4 #16 1y32 #16 Y' 16i t 24 s 66.5 s 9.5 s. =19 =19 F 43 `R1 r 19 45 39.8s 1 150.7. 9.Ss 19: SH-114 NB Frontage Rd & Dove Rd 2027 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM -,*,-,* r- 4- T/,. ti 1 -' Lane Group- EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +Tt 0 ) 4T+ Traffic Volume (vph) 91 651 0 0 431 116 305 138 505 0 0 0 Future Volume (vph) 91 651 0 0 431 116 305 138 505 0 0 0 Peak Hour Factor 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 Adj. Flow (vph) 114 814 0 0 539 145 381 173 631 0 0 0 Shared Lane Traffic (%) 10°% Lane Group Flow (vph) 0 928 0 0 684 0 343 842 0 0 0 0 Turn Type pm+pt NA NA Perm NA Protected Phases 5 65 6 8 Permitted Phases 65 8 Detector Phase 5 65 6 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 22.5 Total Split (s) 9.5 50.7 39.8 39.8 Total Split (%) 9.5 % 50.7°% 39.8% 39.8% JIM Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 Lead/Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes - Recall Mode None C-Min Max Max Act Effct Green (s) 51.2 41.3 35.3 35.3 Actuated g/C Ratio 0.51 0.41 0.35 0.35 v/c Ratio 0.68 0.47 0.60 1.02dr Control Delay 18.3 10.8 32.0 27.8 Queue Delay 0.1 0.0 0.0 0.0 - Total Delay 18.4 10.8 32.0 27.8 LOS B B C C - Approach Delay 18.4 10.8 29.0 Approach LOS B B C - Queue Length 50th (ft) 191 50 195 214 Queue Length 95th (ft) 177 73 256 240 Internal Link Dist (ft) 394 990 1769 1583 Turn Bay Length (ft) Base Capacity (vph) 1411 1607 568 1149 Starvation Cap Reductn 30 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.67 0.43 0.60 0.73 Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 80 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.78 TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 9 MS Page 10 19: SH-114 NB Frontage Rd & Dove Rd 2027 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Group of o2 o4 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases 1 2 4 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 9.5 66.5 24.0 Total Split (%) 10% 67% 24 % Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Max None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 19: SH-114 NB Frontage Rd & Dove Rd 2027 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Signal Delay: 21.1 Intersection LOS: C Intersection Capacity Utilization 66.8 % ICU Level of Service C Analysis Period (min)15 dr Defacto Right Lane. Recode with 1 though lane as a right lane. Splits and Phases: 19: SH-114 NB Frontage Rd & Dove Rd #16 #16 1 A� �2 =1166 ■ Al 24 s 9.5 s =19 # 19 TA, '�06 ==: =19 4" 39.8 s 9.5 s TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 11 MS Page 12 22: Dove Rd & Kirkwood Blvd 2027 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM *_ t ti r Lane Grout- EBL EST WBT WBR SBL SBR Lane Configurations ►j Tt Tf+ Vi ?I Traffic Volume (vph) 736 242 331 158 53 190 Future Volume (vph) 736 242 331 158 53 190 Peak Hour Factor 0.77 0.77 0.77 0.77 0.77 0.77 Adj. Flow (vph) 956 314 430 205 69 247 Shared Lane Traffic (%) Lane Group Flow (vph) 956 314 635 0 69 247 Turn Type pm+pt NA NA Prot Perm Protected Phases 7 4 8 1 Permitted Phases 4 6 Detector Phase 7 4 8 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 9.5 Total Split (s) 59.0 86.0 27.0 14.0 14.0 Total Split (%) 59.0 % 86.0% 27.0 % 14.0 % 14.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode None C-Max C-Max None None Act Effct Green (s) 82.7 82.7 26.3 8.3 8.3 Actuated g/C Ratio 0.83 0.83 0.26 0.08 0.08 v/c Ratio 0.93 0.11 0.68 0.47 0,69 Control Delay 31.9 2.3 34.5 54.0 16.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 31.9 2.3 34.5 54.0 16.6 LOS C A C D B Approach Delay 24.6 34.5 24.8 Approach LOS C C C Queue Length 50th (ft) 454 22 178 42 0 Queue Length 95th (ft) 483 21 196 73 39 Internal Link Dist (ft) 990 172 351 Turn Bay Length (ft) 100 Base Capacity (vph) 1063 2926 939 168 373 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0,90 0.11 0.68 0.41 0.66 Intersection Sunl Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBT, Start of Green Natural Cycle: 90 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.93 22: Dove Rd & Kirkwood Blvd 2027 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Signal Delay: 27.4 Intersection LOS: C Intersection Capacity Utilization 70.4 % ICU Level of Service C Analysis Period (min)15 iplits and Phases: 22: Dove Rd & Kirkwood Blvd \4.61 4 F o6 07 os R) 14s 27s TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 13 MS Page 14 19: SH-114 NB Frontage Rd & Dove Rd 2027 Background + Site(With Improvements) TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Group EBL EST EBR WBL WBT WBR NBL NBT NBR SBL S13T W Lane Configurations 0 tt ?I ) +T T+ Traffic Volume (vph) 91 651 0 0 431 116 305 138 505 0 0 0 Future Volume (vph) 91 651 0 0 431 116 305 138 505 0 0 0 Peak Hour Factor 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 Adj. Flow (vph) 114 814 0 0 539 145 381 173 631 0 0 0 Shared Lane Traffic (%) 10% Lane Group Flow (vph) 0 928 0 0 539 145 343 842 0 0 0 0 Turn Type pm+pt NA NA Perm Perm NA Protected Phases 5 65 6 8 Permitted Phases 65 6 8 Detector Phase 5 65 6 6 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 22.5 22.5 Total Split (s) 9.5 51.3 51.3 39.2 39.2 Total Split (%) 9.5% 51.3 % 51.3% 39.2% 39.2% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 Lead/Lag Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None C-Min C-Min Max Max Act Effct Green (s) 51.8 39.6 39.6 34.7 34.7 Actuated g/C Ratio 0.52 0.40 0.40 0.35 0.35 v/c Ratio 0.62 0.39 0.20 0.61 1.03dr Control Delay 16.4 12.4 1.2 32.8 28.5 Queue Delay 0.1 0.0 0.0 0.0 0.0 Total Delay 16.5 12.4 1.2 32.8 28.5 LOS B B A C C Approach Delay 16.5 10.0 29.7 Approach LOS B B C Queue Length 50th (ft) 186 51 0 197 216 Queue Length 95th (ft) 174 63 5 258 241 Internal Link Dist (ft) 394 990 1769 1583 Turn Bay Length (ft) 200 Base Capacity (vph) 1555 1656 817 558 1133 Starvation Cap Reductn 56 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.62 0.33 0.18 0.61 0.74 Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 80 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.78 TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 1 19: SH-114 NB Frontage Rd & Dove Rd 2027 Background + Site(With Improvements) TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Group- of o2 o4 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 1 2 4 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 9.5 66.5 24.0 Total Split (%) 10% 67% 24% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Max None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summer TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 2 19: SH-114 NB Frontage Rd & Dove Rd 2027 Background + Site(With Improvements) TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Signal Delay: 20.5 Intersection LOS: C Intersection Capacity Utilization 63.1 % ICU Level of Service B Analysis Period (min)15 dr Defacto Right Lane. Recode with 1 though lane as a right lane. SDlits and Phases: 19: SH-114 NB Frontage Rd & Dove Rd =16 #16 =16 1 14 :p2 Ir. I 24sWass 9.5s =19 =19 =19 F 4.1 QB �p6 `R'- 39.2s 151.3s 9.5s TIA for Wilks Tract Development in Southlake, Texas MS Synchro 9 Report Page 3 2: Driveway 4/T W King Rd & Kirkwood Blvd 2027 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Intersection Delay, s/veh 52.3 Intersection LOS F Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Traffic Vol, veh/h 0 37 935 184 0 0 118 14 0 25 2 0 Future Vol, veh/h 0 37 935 184 0 0 118 14 0 25 2 0 Peak Hour Factor 0.92 0.91 0.91 0.92 0.92 0.92 0.91 0.91 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 41 1027 200 0 0 130 15 0 27 2 0 Number of Lanes 0 1 2 0 0 0 2 0 0 0 2 0 ADoroach - Opposing Approach WB EB SIB Opposing Lanes 2 3 2 Conflicting Approach Left SIB NB EB Conflicting Lanes Left 2 2 3 Conflicting Approach Right NB SIB WB Conflicting Lanes Right 2 2 2 HCM Control Delay 65.6 14 13.7 HCM LOS F B B Lane NBLn1 NBLn2 EBLnl E13Ln2 EBLn3 WBLnl WBLn2 SBLnl SBLn2 Vol Left,% 97% 0% 100% 0% 0% 0% 0% 92% 0% Vol Thru, % 3% 100% 0% 100% 63% 100% 74% 8% 0% Vol Right, % 0% 0% 0% 0% 37% 0% 26% 0% 100% Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 26 1 37 623 496 79 53 155 396 LT Vol 25 0 37 0 0 0 0 143 0 Through Vol 1 1 0 623 312 79 39 12 0 RT Vol 0 0 0 0 184 0 14 0 396 Lane Flow Rate 28 1 41 685 542 86 59 170 435 Geometry Grp 8 8 8 8 8 8 8 8 8 Degree ofUtil(X) 0.079 0.004 0.089 1 1 0.219 0.146 0.398 0.879 Departure Headway (Hd) 10.154 9.669 7.86 7.351 7.087 9.133 8.949 8.425 7.268 Convergence, YIN Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 352 369 453 493 510 392 400 429 500 Service Time 7.948 7.462 5.653 5.144 4.879 6.912 6.728 6.158 5.001 HCM Lane VIC Ratio 0.08 0.003 0.091 1.389 1.063 0.219 0.147 0.396 0.87 HCM Control Delay 13.8 12.5 11.4 68 66.7 14.5 13.3 16.6 43 HCM Lane LOS B B B F F B B C E HCM 95th-tile Q 0.3 0 0.3 13.5 13.7 0.8 0.5 1.9 9.6 TIA for Wilks Tract Development in Southlake, Texas MS 2: Driveway 4/T W King Rd & Kirkwood Blvd 2027 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBF Traffic Vol, veh/h 0 143 12 396 Future Vol, veh/h 0 143 12 396 Peak Hour Factor 0.92 0.91 0.92 0.91 Heavy Vehicles, % 2 2 2 2 Mvmt Flow 0 157 13 435 Number of Lanes 0 0 1 1 Approach S' Opposing Approach NB Opposing Lanes 2 Conflicting Approach Left WB Conflicting Lanes Left 2 Conflicting Approach Right EB Conflicting Lanes Right 3 HCM Control Delay 35.6 HCM LOS E Synchro 9 Report TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report Page 1 MS Page 2 12: Kirkwood Blvd & Driveway 3 2027 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Int Delay, s/veh 1 14: Kirkwood Blvd & Driveway 1 2027 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Int Delay, s/veh 2 Movement -1 EBL EBR NBL NBT SBT SBR Movement EBL EB Traffic Vol, veh/h 22 17 61 364 389 184 Traffic Vol, veh/h 29 25 184 617 63 184 Future Vol, veh/h 22 17 61 364 389 184 Future Vol, veh/h 29 25 184 617 63 184 Conflicting Peds, #Ihr 0 0 0 0 0 0 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free Sign Control Stop Stop Free Free Free Free RT Channelized - None - None None RT Channelized - None - None None Storage Length 0 100 150 - 150 Storage Length 0 100 150 - - 150 Veh in Median Storage, # 0 - - 0 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 24 18 66 396 423 200 Mvmt Flow 32 27 200 671 68 200 Major/Minor Minor2 Majorl Major2 Major/Minor Minot Majorl Major2 Conflicting Flow All 753 211 423 0 0 Conflicting Flow All 803 34 68 0 0 Stage 1 423 - - - Stage 1 68 - - - - Stage 2 330 - - Stage 2 735 - - Critical Hdwy 6.84 6.94 4.14 Critical Hdwy 6.84 6.94 4.14 Critical Hdwy Stg 1 5.84 - - Critical Hdwy Stg 1 5.84 - - Critical Hdwy Stg 2 5.84 - - Critical Hdwy Stg 2 5.84 - - Follow-up Hdwy 3.52 3.32 2.22 Follow-up Hdwy 3.52 3.32 2.22 Pot Cap-1 Maneuver 346 794 1133 Pot Cap-1 Maneuver 321 1032 1531 Stage 1 629 - - Stage 1 947 - - Stage 2 701 - - Stage 2 435 - - Platoon blocked, % Platoon blocked, % Mov Cap-1 Maneuver 326 794 1133 Mov Cap-1 Maneuver 279 1032 1531 Mov Cap-2 Maneuver 326 - - Mov Cap-2 Maneuver 279 - - Stage 1 629 Stage 1 947 Stage 2 660 Stage 2 378 Approach EB NB SB Approach EB NB SB HCM Control Delay, s 13.7 1.2 0 HCM Control Delay, s 14.5 1.8 0 HCM LOS B HCM LOS B Minor Lane/MajorMvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h) 1133 326 794 HCM Lane V/C Ratio 0.059 0.073 0.023 HCM Control Delay (s) 8.4 16.9 9.6 HCM Lane LOS A C A HCM 95th %tile Q(veh) 0.2 0.2 0.1 TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 1 Minor Lane/MajorMvmt NBL NBT EBLn I EBLn2 SBT SBR Capacity (veh/h) 1531 279 1032 HCM Lane V/C Ratio 0.131 0.113 0.026 HCM Control Delay (s) 7.7 19.5 8.6 HCM Lane LOS A C A HCM 95th %tile Q(veh) 0.5 0.4 0.1 TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 2 30: Kirkwood Blvd & Driveway 2 2027 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Int Delay, s/veh 2.7 37: Driveway 5 & Kirkwood Blvd 2027 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Int Delay, s/veh 0.8 Movement -1 EBL EBR NBL NBT SBT SBR Movement EBT EBR WBL WBT NBL Traffic Vol, veh/h 25 25 246 400 222 184 Traffic Vol, veh/h 1633 35 2 537 25 2 Future Vol, veh/h 25 25 246 400 222 184 Future Vol, veh/h 1633 35 2 537 25 2 Conflicting Peds, #Ihr 0 0 0 0 0 0 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free Sign Control Free Free Free Free Stop Stop RT Channelized - None - None None RT Channelized None None - None Storage Length 0 100 150 - - 150 Storage Length - 0 Veh in Median Storage, # 0 - - 0 0 - Veh in Median Storage, # 0 0 0 Grade, % 0 - - 0 0 - Grade, % 0 0 0 - Peak Hour Factor 92 92 92 92 92 92 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 27 27 267 435 241 200 Mvmt Flow 1775 38 2 584 27 2 Major/Minor Minor2 Majorl Major2 Major/Minor Majorl Major2 Minorl Conflicting Flow All 993 121 241 0 0 Conflicting Flow All 0 0 1813 0 2032 907 Stage 1 241 - - - - Stage 1 - - - - 1794 - Stage 2 752 - - Stage 2 - 238 - Critical Hdwy 6.84 6.94 4.14 Critical Hdwy 5.34 5.74 7.14 Critical Hdwy Stg 1 5.84 - - Critical Hdwy Stg 1 6.64 Critical Hdwy Stg 2 5.84 - - Critical Hdwy Stg 2 - 6.04 - Follow-up Hdwy 3.52 3.32 2.22 Follow-up Hdwy 3.12 3.82 3.92 Pot Cap-1 Maneuver 242 908 1323 Pot Cap-1 Maneuver 155 90 239 Stage 1 776 - - Stage 1 - 77 - Stage 2 426 - - Stage 2 - 715 - Platoon blocked, % Platoon blocked, % Mov Cap-1 Maneuver 193 908 1323 Mov Cap-1 Maneuver 155 88 239 Mov Cap-2 Maneuver 193 - - Mov Cap-2 Maneuver - 88 - Stage 1 776 Stage 1 77 Stage 2 340 Stage 2 701 Approach tEl NB SB Approach EB WB INS HCM Control Delay, s 17.9 3.2 0 HCM Control Delay, s 0 0.3 61.5 HCM LOS C HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLnl EBLn2 SBT SBR Minor Lane/Major Mvmt NBLnt EBT EBR WBL WBT Capacity (veh/h) 1323 193 908 Capacity (veh/h) 92 155 HCM Lane V/C Ratio 0.202 0.141 0.03 HCM Lane V/C Ratio 0.319 0.014 HCM Control Delay (s) 8.4 26.7 9.1 HCM Control Delay (s) 61.5 28.6 0.2 HCM Lane LOS A D A HCM Lane LOS F D A HCM 95th %tile Q(veh) 0.8 0.5 0.1 HCM 95th %tile Q(veh) 1.2 0 - TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 3 TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 4 40: Driveway 6 & Kirkwood Blvd 2027 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Int Delay, s/veh 0.9 Movement EBT EBR WBL WBT It NBL NBR Traffic Vol, veh/h 1667 39 2 560 28 1 Future Vol, veh/h 1667 39 2 560 28 1 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length 100 - 0 Veh in Median Storage, # 0 - 0 0 Grade, % 0 - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1812 42 2 609 30 1 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 1854 0 2081 927 Stage 1 - - - - 1833 - Stage 2 - 248 - Critical Hdwy 5.34 5.74 7.14 Critical Hdwy Stg 1 6.64 - Critical Hdwy Stg 2 - 6.04 - Follow-up Hdwy 3.12 3.82 3.92 Pot Cap-1 Maneuver 148 85 232 Stage 1 - 73 - Stage 2 - 707 - Platoon blocked, Mov Cap-1 Maneuver 148 84 232 Mov Cap-2 Maneuver - 84 Stage 1 73 Stage 2 697 Approach EB WB HCM Control Delay, s 0 0.1 69.3 HCM LOS F Minor Lane/Major Mvmt NBLnl EBT EBR WBL WBT Capacity (veh/h) 86 148 HCM Lane V/C Ratio 0.367 0.015 HCM Control Delay (s) 69.3 29.7 HCM Lane LOS F D HCM 95th %tile Q(veh) 1.4 0 TIA for Wilks Tract Development in Southlake, Texas Synchro 9 Report MS Page 5 2: Driveway 4/T W King Rd & Kirkwood Blvd 2027 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Intersection Delay, s/veh 53.2 Intersection LOS F Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Traffic Vol, veh/h 0 76 119 34 0 0 1311 201 0 166 11 0 Future Vol, veh/h 0 76 119 34 0 0 1311 201 0 166 11 0 Peak Hour Factor 0.92 0.89 0.89 0.92 0.92 0.92 0.89 0.89 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 85 134 37 0 0 1473 226 0 180 12 0 Number of Lanes 0 1 2 0 0 0 2 0 0 0 2 0 Approach - M- NO Opposing Approach WB EB SIB Opposing Lanes 2 3 2 Conflicting Approach Left SIB NB EB Conflicting Lanes Left 2 2 3 Conflicting Approach Right NB SB WB Conflicting Lanes Right 2 2 2 HCM Control Delay 13.9 67.3 20.3 HCM LOS B F C Lane NBLn1 NBLn2 EBLnl E13Ln2 EBLn3 WBLnl WBLn2 SBLnl SBLn2 Vol Left,% 98% 0% 100% 0% 0% 0% 0% 92% 0% Vol Thru, % 2% 100% 0% 100% 54% 100% 68% 8% 0% Vol Right, % 0% 0% 0% 0% 46% 0% 32% 0% 100% Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 170 7 76 79 74 874 638 24 161 LT Vol 166 0 76 0 0 0 0 22 0 Through Vol 4 7 0 79 40 874 437 2 0 RT Vol 0 0 0 0 34 0 201 0 161 Lane Flow Rate 184 8 85 89 82 982 717 27 181 Geometry Grp 8 8 8 8 8 8 8 8 8 Degree of Util (X) 0.483 0.02 0.219 0.216 0.19 1 1 0.071 0.416 Departure Headway (Hd) 9.427 8.939 9.22 8.72 8.397 7.324 7.099 9.443 8.288 Convergence, YIN Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 382 401 389 412 427 501 509 379 434 Service Time 7.178 6.69 6.974 6.474 6,151 5.102 4.877 7.197 6.042 HCM Lane VIC Ratio 0.482 0.02 0.219 0.216 0.192 1.96 1.409 0.071 0.417 HCM Control Delay 20.7 11.9 14.6 13.9 13.1 67.8 66.7 12.9 16.9 HCM Lane LOS C B B B B F F B C HCM 95th-tile Q 2.5 0.1 0.8 0.8 0.7 13.5 13.7 0.2 2 2: Driveway 4/T W King Rd & Kirkwood Blvd 2027 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT Traffic Vol, veh/h 0 22 2 161 Future Vol, veh/h 0 22 2 161 Peak Hour Factor 0.92 0.89 0.92 0.89 Heavy Vehicles, % 2 2 2 2 Mvmt Flow 0 25 2 181 Number of Lanes 0 0 1 1 Approach SIB Opposing Approach NB Opposing Lanes 2 Conflicting Approach Left WB Conflicting Lanes Left 2 Conflicting Approach Right EB Conflicting Lanes Right 3 HCM Control Delay 16.4 HCM LOS C 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 1 MS Page 2 6: Solana Blvd/Kirkwood Blvd & SH-114 SB Off -Ramp 2027 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Groul- EBL EST EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations tt ?I ) tt ) r{ Traffic Volume (vph) 0 327 782 617 523 0 0 0 0 292 3 60 Future Volume (vph) 0 327 782 617 523 0 0 0 0 292 3 60 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Adj. Flow (vph) 0 376 899 709 601 0 0 0 0 336 3 69 Shared Lane Traffic (%) 50% Lane Group Flow (vph) 0 376 899 709 601 0 0 0 0 168 240 0 Turn Type NA Perm pm+pt NA Perm NA Protected Phases 2 1 12 4 Permitted Phases 2 12 4 Detector Phase 2 2 1 12 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 9.5 22.5 22.5 Total Split (s) 32.9 32.9 27.1 40.0 40.0 Total Split (%) 32.9% 32.9 % 27.1 % 40.0 % 40.0 % Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lag Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max C-Max None Max Max Act Effct Green (s) 28.4 28.4 51.0 55.5 35.5 35.5 Actuated g/C Ratio 0.28 0.28 0.51 0.56 0.36 0.36 v/c Ratio 0.37 0.94 1.11 0.31 0.29 0.21 Control Delay 30.0 27.5 99.5 13.3 25.0 17.1 Queue Delay 0.0 0.0 0.0 0.0 0.1 0.0 Total Delay 30.0 27.5 99.5 13.3 25.1 17.1 LOS C C F B C B Approach Delay 28.2 59.9 20.4 Approach LOS C E C Queue Length 50th (ft) 101 141 -377 92 83 42 Queue Length 95th (ft) 137 #406 m#559 m138 137 68 Internal Link Dist (ft) 1216 327 1036 836 Turn Bay Length (ft) 350 Base Capacity (vph) 1005 952 637 1964 571 1151 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 50 99 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.37 0.94 1.11 0.31 0.32 0.23 Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 100 Control Type: Actuated -Coordinated Maximum v/c Ratio: 1.11 2/8/2016 Synchro 9 Report MS Page 1 6: Solana Blvd/Kirkwood Blvd & SH-114 SIB Off -Ramp 2027 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Group' 06 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 5 6 8 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 10.0 22.5 22.5 Total Split (s) 26.0 34.0 40.0 Total Split (%) 26% 34% 40% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode Max C-Max Max Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 2/8/2016 Synchro 9 Report MS Page 2 6: Solana Blvd/Kirkwood Blvd & SH-114 SIB Off -Ramp 2027 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Signal Delay: 41.0 Intersection LOS: D Intersection Capacity Utilization 100.9% ICU Level of Service G Analysis Period (min)15 - Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 6: Solana Blvd/Kirkwood Blvd & SH-114 SB Off -Ramp 6 791Z $6 =6I ■ 14 32.9 s 1 140S } F 6 Ro6 `R) 193 26 s 34 s 40 s 8: SH-114 NB Off -Ramp & Kirkwood Blvd 2027 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM -'*,-,* r- 4- T/,. ti 1 -' Lane Group - EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations V1 tt tt ?I Vi +Tf+ Traffic Volume (vph) 464 225 0 0 827 876 374 1135 79 0 0 0 Future Volume (vph) 464 225 0 0 827 876 374 1135 79 0 0 0 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 488 237 0 0 871 922 394 1195 83 0 0 0 Shared Lane Traffic (%) 10°% Lane Group Flow (vph) 488 237 0 0 871 922 355 1317 0 0 0 0 Turn Type pm+pt NA NA Free Perm NA Protected Phases 5 56 6 8 Permitted Phases 56 Free 8 Detector Phase 5 56 6 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 22.5 22.5 22.5 Total Split (s) 26.0 34.0 40.0 40.0 Total Split (%) 26.0% 34.0 % 40.0% 40.0% Js Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes - Recall Mode Max C-Max Max Max Act Effct Green (s) 51.0 55.5 29.5 100.0 35.5 35.5 Actuated g/C Ratio 0.51 0.56 0.30 1.00 0.36 0.36 v/c Ratio 1.07 0.12 0.83 0.58 0.62 1.10 - Control Delay 104.5 12.7 41.4 1.6 32.5 90.4 Queue Delay 0.0 0.0 0.0 0.0 3.1 1.2 - Total Delay 104.5 12.7 41.4 1.6 35.5 91.5 LOS F B D A D F - Approach Delay 74.5 20.9 79.7 Approach LOS E C E - Queue Length 50th (ft) -311 39 272 0 203 -526 Queue Length 95th (ft) #513 60 #351 0 312 #670 Internal Link Dist (ft) 327 240 1055 1095 Turn Bay Length (ft) a Base Capacity(vph) 455 1964 1044 1583 571 1195 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 127 267 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 1.07 0.12 0.83 0.58 0.80 1.42 Intersection Sum` Cycle Length: 100 Actuated Cycle Length: 100 IIII- Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 100 Control Type: Actuated -Coordinated Maximum v/c Ratio:1.11 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 3 MS Page 4 8: SH-114 NB Off -Ramp & Kirkwood Blvd 2027 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 5.0 5.0 5.0 9.5 22.5 22.5 27.1 32.9 40.0 27% 33% 40% 3.5 3.5 3.5 1.0 1.0 1.0 Lead Lag Yes Yes None C-Max Max 8: SH-114 NB Off -Ramp & Kirkwood Blvd 2027 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Signal Delay: 53.6 Intersection LOS: D Intersection Capacity Utilization 100.9 % ICU Level of Service G Analysis Period (min)15 - Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 8: SH-114 NB Off -Ramp & Kirkwood Blvd #6 =5 02 =6 1 32.9 s to s us =s ,q5 �6 `Rl 71 F =s T I o8 34 s 4o s 2/8/2016 Synchro 9 Report 2/8/2016 MS Page 5 MS Synchro 9 Report Page 6 16: Dove Rd & SH-114 SIB Off -Ramp 2027 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Group EBL EST EBR WBL WBT WBR NBL NBT NBR SBL S Lane Configurations tT+ Traffic Volume (vph) 0 220 352 537 1511 0 0 0 0 129 172 157 Future Volume (vph) 0 220 352 537 1511 0 0 0 0 129 172 157 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.96 Adj. Flow (vph) 0 222 356 542 1526 0 0 0 0 130 174 164 Shared Lane Traffic (°!°) 10% Lane Group Flow (vph) 0 578 0 0 2068 0 0 0 0 117 351 0 Turn Type NA pm+pt NA Perm NA Protected Phases 2 1 12 4 Permitted Phases 12 4 Detector Phase 2 1 12 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 9.5 22.5 22.5 Total Split (s) 39.0 68.0 23.0 23.0 Total Split (%) 30.0% 52.3 % 17.7 % 17.7% Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 Lead/Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max None None None Act Effct Green (s) 37.5 101.0 15.5 15.5 Actuated g/C Ratio 0.29 0.78 0.12 0.12 v/c Ratio 0.51 0.90 0.61 0.76 Control Delay 19.5 7.9 67.6 51.1 Queue Delay 0.0 4.8 0.0 0.0 Total Delay 19.5 12.7 67.6 51.1 LOS B B E D Approach Delay 19.5 12.7 55.2 Approach LOS B B E Queue Length 50th (ft) 97 205 104 115 Queue Length 95th (ft) 160 m140 173 170 Internal Link Dist (ft) 224 394 1722 1376 Turn Bay Length (ft) 240 Base Capacity (vph) 1143 2294 229 530 Starvation Cap Reductn 0 181 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.51 0.98 0.51 0.66 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle:140 Control Type: Actuated -Coordinated Maximum v/c Ratio:1.04 2/8/2016 Synchro 9 Report MS Page 7 16: Dove Rd & SH-114 SB Off -Ramp 2027 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Group o6 08 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 5 6 8 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 9.8 48.2 72.0 Total Split (%) 8% 37% 55% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Min Max Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 2/8/2016 Synchro 9 Report MS Page 8 16: Dove Rd & SH-114 SIB Off -Ramp 2027 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Signal Delay: 20.4 Intersection LOS: C Intersection Capacity Utilization 95.1 % ICU Level of Service F Analysis Period (min)15 m Volume for 95th percentile queue is metered by upstream signal. iplits and Phases: 16: Dove Rd & SH-114 SB Off -Ramp =16 1#16 #16 -19 4 19: SH-114 NB Frontage Rd & Dove Rd 2027 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM -,*,-,* r- 4- T/,. ti 1 -' Lane Group- EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +Tt 0 ►j q + Traffic Volume (vph) 71 281 0 0 974 231 1052 1357 168 0 0 0 Future Volume (vph) 71 281 0 0 974 231 1052 1357 168 0 0 0 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Adj. Flow (vph) 72 284 0 0 984 233 1063 1371 170 0 0 0 Shared Lane Traffic (%) 20°% Lane Group Flow (vph) 0 356 0 0 1217 0 850 1754 0 0 0 0 Turn Type pm+pt NA NA Perm NA Protected Phases 5 56 6 8 Permitted Phases 56 8 Detector Phase 5 56 6 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 22.5 Total Split (s) 9.8 48.2 72.0 72.0 Total Split (%) 7.5 % 37.1 % 55.4% 55.4% JIM Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 Lead/Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes - Recall Mode None C-Min Max Max Act Effct Green (s) 49.0 43.7 67.5 67.5 Actuated g/C Ratio 0.38 0.34 0.52 0.52 v/c Ratio 0.48 1.04 1.02 1.01 - Control Delay 49.7 72.0 67.2 56.4 Queue Delay 0.0 20.3 0.0 0.0 - Total Delay 49.7 92.3 67.2 56.4 LOS D F E E - Approach Delay 49.7 92.3 59.9 Approach LOS D F E Queue Length 50th (ft) 147 -579 -830 -823 Queue Length 95th (ft) 201 #705 #1104 #1000 Internal Link Dist (ft) 394 990 1769 1583 Turn Bay Length (ft) a Base Capacity (vph) 745 1171 835 1729 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 56 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.48 1.09 1.02 1.01 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle:140 Control Type: Actuated -Coordinated Maximum v/c Ratio:1.04 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 9 MS Page 10 19: SH-114 NB Frontage Rd & Dove Rd 2027 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Group of o2 o4 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases 1 2 4 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 68.0 39.0 23.0 Total Split (%) 52 % 30% 18% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Max None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 2/8/2016 Synchro 9 Report MS Page 11 19: SH-114 NB Frontage Rd & Dove Rd 2027 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Signal Delay: 68.5 Intersection LOS: E Intersection Capacity Utilization 104.3 % ICU Level of Service G Analysis Period (min)15 - Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. 2/8/2016 MS Synchro 9 Report Page 12 22: Dove Rd & Kirkwood Blvd 2027 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM *_ t ti r Lane Grout- EBL EST WBT WBR SBL SBR Lane Configurations ►j Tt Tf+ Vi ?I Traffic Volume (vph) 219 220 316 278 179 757 Future Volume (vph) 219 220 316 278 179 757 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 243 244 351 309 199 841 Shared Lane Traffic (%) Lane Group Flow (vph) 243 244 660 0 199 841 Turn Type pm+pt NA NA Prot Perm Protected Phases 7 4 8 1 Permitted Phases 4 6 Detector Phase 7 4 8 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 Total Split (s) 27.0 62.0 35.0 68.0 68.0 Total Split(%) 20.8% 47.7% 26.9% 52.3% 52.3% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode None C-Max C-Max None Max Act Effct Green (s) 57.5 57.5 35.7 63.5 63.5 Actuated g/C Ratio 0.44 0.44 0.27 0.49 0.49 v/c Ratio 0.72 0.16 0.65 0.23 0.80 Control Delay 50.3 31.4 35.2 20.1 15.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 50.3 31.4 35.2 20.1 15.4 LOS D C D C B Approach Delay 40.8 35.2 16.3 Approach LOS D D B Queue Length 50th (ft) 155 67 196 94 211 Queue Length 95th (ft) m205 m92 281 145 419 Internal Link Dist (ft) 990 172 351 Turn Bay Length (ft) 100 Base Capacity (vph) 394 1565 1019 864 1055 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.62 0.16 0.65 0.23 0.80 Intersection Summary Cycle Length: 130 Actuated Cycle Length:130 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBT, Start of Green Natural Cycle: 70 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.80 22: Dove Rd & Kirkwood Blvd 2027 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Signal Delay: 27.5 Intersection LOS: C Intersection Capacity Utilization 72.0 % ICU Level of Service C Analysis Period (min)15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 22: Dove Rd & Kirkwood Blvd 41 --b44 68 s 1 162S 06 P7 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 13 MS Page 14 19: SH-114 NB Frontage Rd & Dove Rd 2027 Background + Site TIA for Wilks Heritage in Southlake, Texas Timing Plan: PM LaneGrouL EST EBR WBL WBT WBR NBL NBT NBR SBL SW --'fflffl Lane Configurations tt ?I Vi +T + Traffic Volume (vph) 71 281 0 0 974 231 1052 1357 168 0 0 0 Future Volume (vph) 71 281 0 0 974 231 1052 1357 168 0 0 0 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Adj. Flow (vph) 72 284 0 0 984 233 1063 1371 170 0 0 0 Shared Lane Traffic (%) 20% Lane Group Flow (vph) 0 356 0 0 984 233 850 1754 0 0 0 0 Turn Type pm+pt NA NA Perm Perm NA Protected Phases 5 56 6 8 Permitted Phases 56 6 8 Detector Phase 5 56 6 6 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 22.5 22.5 Total Split (s) 9.6 39.0 39.0 71.4 71.4 Total Split (%) 8.0% 32.5 % 32.5% 59.5% 59.5% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 Lead/Lag Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None Min Min C-Max C-Max Act Effct Green (s) 39.6 34.5 34.5 66.9 66.9 Actuated g/C Ratio 0.33 0.29 0.29 0.56 0.56 v/c Ratio 0.53 0.97 0.42 0.95 0.95 Control Delay 50.4 58.2 15.9 45.7 36.6 Queue Delay 0.0 1.5 0.0 0.0 0.0 Total Delay 50.4 59.6 15.9 45.7 36.6 LOS D E B D D Approach Delay 50.4 51.3 39.6 Approach LOS D D D Queue Length 50th (ft) 137 407 44 647 663 Queue Length 95th (ft) 190 #538 m85 #980 #874 Internal Link Dist (ft) 394 990 1769 1584 Turn Bay Length (ft) 200 Base Capacity (vph) 673 1017 552 897 1856 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 10 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.53 0.98 0.42 0.95 0.95 Intersection Summary Cycle Length: 120 Actuated Cycle Length:120 Offset: 0 (0%), Referenced to phase 1:WBTL and 8:, Start of Green Natural Cycle:100 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.97 2/8/2016 Synchro 9 Report MS Page 1 19: SH-114 NB Frontage Rd & Dove Rd 2027 Background + Site TIA for Wilks Heritage in Southlake, Texas Timing Plan: PM Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 1 2 4 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 65.4 32.0 22.6 Total Split (%) 55% 27% 19% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode C-Max Max None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 2/8/2016 Synchro 9 Report MS Page 2 19: SH-114 NB Frontage Rd & Dove Rd 2027 Background + Site TIA for Wilks Heritage in Southlake, Texas Timing Plan: PM Intersection Signal Delay: 43.9 Intersection LOS: D Intersection Capacity Utilization 97.0 % ICU Level of Service F Analysis Period (min)15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 19: SH-114 NB Frontage Rd & Dove Rd #16 #16 #16 i14 2 7q1 22.6 s =19 19 =19 F "5 `R' i66 v5 71.4s 39s 9,6s 218I2016 MS Synchro 9 Report Page 3 12: Kirkwood Blvd & Driveway 3 2027 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Int Delay, s/veh 4.2 14: Kirkwood Blvd & Driveway 1 2027 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Int Delay, s/veh 12.1 Movement EBL EBR NBL NBT SBT SBR Movement EBL Traffic Vol, veh/h 144 110 11 698 453 34 Traffic Vol, veh/h 188 166 34 401 662 34 Future Vol, veh/h 144 110 11 698 453 34 Future Vol, veh/h 188 166 34 401 662 34 Conflicting Peds, #Ihr 0 0 0 0 0 0 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free Sign Control Stop Stop Free Free Free Free RT Channelized - None - None None RT Channelized - None - None None Storage Length 0 100 150 - - 150 Storage Length 0 100 150 - 150 Veh in Median Storage, # 0 - - 0 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 157 120 12 759 492 37 Mvmt Flow 204 180 37 436 720 37 Major/Minor Minor2 Majorl Major2 Major/Minor Minot Majorl Major2 Conflicting Flow All 895 246 492 0 0 Conflicting Flow All 1012 360 720 0 0 Stage 1 492 - - - - Stage 1 720 - - - - Stage 2 403 - - Stage 2 292 - - Critical Hdwy 6.84 6.94 4.14 Critical Hdwy 6.84 6.94 4.14 Critical Hdwy Stg 1 5.84 - - Critical Hdwy Stg 1 5.84 - Critical Hdwy Stg 2 5.84 - - Critical Hdwy Stg 2 5.84 - - Follow-up Hdwy 3.52 3.32 2.22 Follow-up Hdwy 3.52 3.32 2.22 Pot Cap-1 Maneuver 280 754 1068 Pot Cap-1 Maneuver 236 637 877 Stage 1 580 - - Stage 1 443 - - Stage 2 644 - - Stage 2 732 - - Platoon blocked, % Platoon blocked, % Mov Cap-1 Maneuver 277 754 1068 Mov Cap-1 Maneuver 226 637 877 Mov Cap-2 Maneuver 277 - - Mov Cap-2 Maneuver 226 - - Stage 1 580 Stage 1 443 Stage 2 637 Stage 2 701 Approach E9 NB SB Approach EB NB SB HCM Control Delay, s 23.7 0.1 0 HCM Control Delay, s 50 0.7 0 HCM LOS C HCM LOS F Minor Lane/MajorMvmt NBL NBTEBLn1EBLn2 SBT SBR Minor Lane/MajorMvmt NBL NBT EBLn I EBLn2 SBT SBR Capacity (veh/h) 1068 277 754 Capacity (veh/h) 877 226 637 HCM Lane V/C Ratio 0.011 0.565 0.159 HCM Lane V/C Ratio 0.042 0.904 0.283 HCM Control Delay (s) 8.4 33.6 10.7 HCM Control Delay (s) 9.3 82.7 12.9 HCM Lane LOS A D B HCM Lane LOS A F B HCM 95th %tile Q(veh) 0 3.2 0.6 HCM 95th %tile Q(veh) 0.1 7.5 1.2 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 1 MS Page 2 30: Kirkwood Blvd & Driveway 2 2027 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Int Delay, s/veh 7.8 37: Driveway 5 & Kirkwood Blvd 2027 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Int Delay, s/veh 0.9 Movement -1 EBL EBR NBL NBT SBT SBR Movement EBT EBR WBL WBT NBL Traffic Vol, veh/h 166 166 45 543 530 34 Traffic Vol, veh/h 232 35 2 1636 33 2 Future Vol, veh/h 166 166 45 543 530 34 Future Vol, veh/h 232 35 2 1636 33 2 Conflicting Peds, #Ihr 0 0 0 0 0 0 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free Sign Control Free Free Free Free Stop Stop RT Channelized - None - None None RT Channelized None None - None Storage Length 0 100 150 - - 150 Storage Length - 0 Veh in Median Storage, # 0 - - 0 0 - Veh in Median Storage, # 0 0 0 Grade, % 0 - - 0 0 - Grade, % 0 0 0 - Peak Hour Factor 92 92 92 92 92 92 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 180 180 49 590 576 37 Mvmt Flow 252 38 2 1778 36 2 Major/Minor Minor2 Majorl Major2 Major/Minor Majorl E,' '" Minorl a Conflicting Flow All 969 288 576 0 0 Conflicting Flow All 0 0 290 0 987 145 Stage 1 576 - - - - Stage 1 - - - - 271 - Stage 2 393 - - Stage 2 - 716 - Critical Hdwy 6.84 6.94 4.14 Critical Hdwy 5.34 5.74 7.14 - Critical Hdwy Stg 1 5.84 - - Critical Hdwy Stg 1 6.64 Critical Hdwy Stg 2 5.84 - - Critical Hdwy Stg 2 - 6.04 - Follow-up Hdwy 3.52 3.32 2.22 Follow-up Hdwy 3.12 3.82 3.92 Pot Cap-1 Maneuver 251 709 993 Pot Cap-1 Maneuver 849 315 745 Stage 1 525 - - Stage 1 - 658 - Stage 2 651 - - Stage 2 - 405 - Platoon blocked, % Platoon blocked, % Mov Cap-1 Maneuver 239 709 993 Mov Cap-1 Maneuver 849 254 745 Mov Cap-2 Maneuver 239 - - Mov Cap-2 Maneuver - 254 - Stage 1 525 Stage 1 658 Stage 2 619 Stage 2 326 Approach tEl NB SB Approach EB WB N9 HCM Control Delay, s 33.5 0.7 0 HCM Control Delay, s 0 0.6 20.9 HCM LOS D HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLnl EBLn2 SBT SBR Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 993 239 709 Capacity (veh/h) 264 849 HCM Lane V/C Ratio 0.049 0.755 0.254 HCM Lane V/C Ratio 0.144 0.003 HCM Control Delay (s) 8.8 55.2 11.8 HCM Control Delay (s) 20.9 9.3 0.6 HCM Lane LOS A F B HCM Lane LOS C A A HCM 95th %tile Q(veh) 0.2 5.3 1 HCM 95th %tile Q(veh) 0.5 0 - 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 3 MS Page 4 40: Driveway 6 & Kirkwood Blvd 2027 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Int Delay, s/veh 0.4 Movement EBT EBR WBL WBT 0 NBL NBR Traffic Vol, veh/h 266 39 2 1667 37 1 Future Vol, veh/h 266 39 2 1667 37 1 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length 0 100 - 0 Veh in Median Storage, # 0 - - 0 0 Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 289 42 2 1812 40 1 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 289 0 1018 145 Stage 1 - - - - 289 - Stage 2 - 729 - Critical Hdwy 4.14 6.29 6.94 Critical Hdwy Stg 1 - 5.84 - Critical Hdwy Stg 2 - 6.04 - Follow-up Hdwy 2.22 3.67 3.32 Pot Cap-1 Maneuver 1270 266 876 Stage 1 - 709 - Stage 2 - 409 - Platoon blocked, Mov Cap-1 Maneuver 1270 266 876 Mov Cap-2 Maneuver - 266 Stage 1 709 Stage 2 408 Approach EB WB HCM Control Delay, s 0 0 20.7 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 271 1270 HCM Lane V/C Ratio 0.152 0.002 HCM Control Delay (s) 20.7 7.8 HCM Lane LOS C A HCM 95th %tile Q(veh) 0.5 0 2/8/2016 Synchro 9 Report MS Page 5 6: Solana Blvd/Kirkwood Blvd & SH-114 SB Off -Ramp 2032 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM LaneGroul- EBL EST EBR WBL WBT WBR NBL NBT NBR SBL S§�R Lane Configurations tt ? tt Traffic Volume (vph) 0 382 376 447 933 0 0 0 0 317 2 93 Future Volume (vph) 0 382 376 447 933 0 0 0 0 317 2 93 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 415 409 486 1014 0 0 0 0 345 2 101 Shared Lane Traffic (%) 50% Lane Group Flow (vph) 0 415 409 486 1014 0 0 0 0 172 276 0 Turn Type NA Perm pm+pt NA Perm NA Protected Phases 2 1 12 4 Permitted Phases 2 12 4 Detector Phase 2 2 1 12 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 9.5 22.5 22.5 Total Split (s) 23.8 23.8 21.2 45.0 45.0 Total Split (%) 26.4% 26.4% 23.6 % 50.0 % 50.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lag Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max C-Max None None None Act Effct Green (s) 19.3 19.3 36.3 40.8 40.2 40.2 Actuated g/C Ratio 0.21 0.21 0.40 0.45 0.45 0.45 v/c Ratio 0.55 0.62 1.01 0.63 0.24 0.19 Control Delay 34.6 7.9 55.9 18.5 16.4 12.4 Queue Delay 0.0 0.0 0.0 2.8 0.0 0.0 Total Delay 34.6 7.9 55.9 21.4 16.4 12.4 LOS C A E C B B Approach Delay 21.3 32.6 13.9 Approach LOS C C B Queue Length 50th (it) 111 0 -200 216 63 40 Queue Length 95th (ft) 158 76 m#323 m297 110 65 Internal Link Dist (it) 1214 327 1036 836 Turn Bay Length (ft) 350 Base Capacity (vph) 758 660 481 1603 724 1427 Starvation Cap Reductn 0 0 0 458 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.55 0.62 1.01 0.89 0.24 0.19 Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 80 Control Type: Actuated -Coordinated Maximum v/c Ratio: 1.01 2/8/2016 Synchro 9 Report MS Page 1 6: Solana Blvd/Kirkwood Blvd & SH-114 SIB Off -Ramp 2032 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Group' 06 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 5 6 8 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 19.9 25.1 45.0 Total Split (%) 22% 28% 50% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Max None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (it) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 2/8/2016 Synchro 9 Report MS Page 2 6: Solana Blvd/Kirkwood Blvd & SH-114 SIB Off -Ramp 2032 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Signal Delay: 26.2 Intersection LOS: C Intersection Capacity Utilization 83.5 % ICU Level of Service E Analysis Period (min)15 - Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. iplits and Phases: 6: Solana Blvd/Kirkwood Blvd & SH-114 SB Off -Ramp =6 #6 #6 7�1 �z �•1��4 21: s �s 8 #8 F �Q5 `R•. 05 W. 25.1 s 79.9 s 8: SH-114 NB Off -Ramp & Kirkwood Blvd 2032 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM -'*,-,* r- 4- T/,. ti 1 -' Lane Group - - - - - - - - ML EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations V1 tt tt ?I Vi +Tf+ Traffic Volume (vph) 193 508 0 0 523 40 859 183 675 0 0 0 Future Volume (vph) 193 508 0 0 523 40 859 183 675 0 0 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 210 552 0 0 568 43 934 199 734 0 0 0 Shared Lane Traffic (%) 31 °% Lane Group Flow (vph) 210 552 0 0 568 43 644 1223 0 0 0 0 Turn Type pm+pt NA NA Free Perm NA Protected Phases 5 56 6 8 Permitted Phases 56 Free 8 Detector Phase 5 56 6 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 22.5 Total Split (s) 19.9 25.1 45.0 45.0 Total Split (%) 22.1 % 27.9°% 50.0% 50.0% Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes - Recall Mode None C-Max None None Act Effct Green (s) 36.3 40.8 20.9 90.0 40.2 40.2 - Actuated g/C Ratio 0.40 0.45 0.23 1.00 0.45 0.45 v/c Ratio 0.51 0.34 0.69 0.03 0.90 0.93dr - Control Delay 27.3 18.1 36.9 0.0 40.4 23.4 Queue Delay 0.0 0.0 0.6 0.0 0.0 0.0 - Total Delay 27.3 18.1 37.4 0.0 40.4 23.4 LOS C B D A D C - Approach Delay 20.6 34.8 29.3 Approach LOS C C C Queue Length 50th (ft) 61 85 156 0 357 269 Queue Length 95th (ft) 125 145 214 0 #597 368 Internal Link Dist (ft) 327 247 1055 1095 Turn Bay Length (ft) a Base Capacity(vph) 408 1603 821 1583 724 1492 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 59 0 0 2 Storage Cap Reductn 0 0 0 0 0 0 - Reduced v/c Ratio 0.51 0.34 0.75 0.03 0.89 0.82 Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 80 Control Type: Actuated -Coordinated Maximum v/c Ratio:1.01 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 3 MS Page 4 8: SH-114 NB Off -Ramp & Kirkwood Blvd 2032 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 5.0 5.0 5.0 9.5 22.5 22.5 21.2 23.8 45.0 24 % 26 % 50 % 3.5 3.5 3.5 1.0 1.0 1.0 Lead Lag Yes Yes None C-Max None 8: SH-114 NB Off -Ramp & Kirkwood Blvd 2032 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Signal Delay: 28.3 Intersection LOS: C Intersection Capacity Utilization 83.5 % ICU Level of Service E Analysis Period (min)15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. dr Defacto Right Lane. Recode with 1 though lane as a right lane. iplits and Phases: 8: SH-114 NB Off -Ramp & Kirkwood Blvd #6 #6 #6 7o 1 N2 Tp4 zs.8 #8 =s #8 �6 �25 0e Y9.9 s 2/8/2016 Synchro 9 Report 2/8/2016 MS Page 5 MS Synchro 9 Report Page 6 16: Dove Rd & SH-114 SIB Off -Ramp 2032 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Group EBL EST EBR WBL WBT WBR NBL NBT NBR SBL S Lane Configurations tT+ Traffic Volume (vph) 0 468 1056 116 674 0 0 0 0 117 181 89 Future Volume (vph) 0 468 1056 116 674 0 0 0 0 117 181 89 Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Adj. Flow (vph) 0 564 1272 140 812 0 0 0 0 141 218 107 Shared Lane Traffic (°!°) 10% Lane Group Flow (vph) 0 1836 0 0 952 0 0 0 0 127 339 0 Turn Type NA pm+pt NA Perm NA Protected Phases 2 1 21 4 Permitted Phases 21 4 Detector Phase 2 1 21 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 9.5 22.5 22.5 Total Split (s) 57.9 9.5 22.6 22.6 Total Split (%) 64.3% 10.6 % 25.1 % 25.1 % Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 Lead/Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max None None None Act Effct Green (s) 58.2 63.2 13.3 13.3 Actuated g/C Ratio 0.65 0.70 0.15 0.15 v/c Ratio 1.09dr 0.71 0.53 0.63 Control Delay 15.4 7.7 43.0 33.6 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 15.4 7.7 43.0 33.6 LOS B A D C Approach Delay 15.4 7.7 36.2 Approach LOS B A D Queue Length 50th (ft) 311 15 74 80 Queue Length 95th (ft) 410 59 116 107 Internal Link Dist (ft) 224 394 1722 1376 Turn Bay Length (ft) 240 Base Capacity (vph) 2173 1345 323 702 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.84 0.71 0.39 0.48 Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 77.2 (86%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 90 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.84 2/8/2016 Synchro 9 Report MS Page 7 16: Dove Rd & SH-114 SB Off -Ramp 2032 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Group o6 08 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 5 6 8 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 9.5 45.1 35.4 Total Split (%) 11 % 50% 39% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Min Max Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 2/8/2016 Synchro 9 Report MS Page 8 16: Dove Rd & SH-114 SIB Off -Ramp 2032 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Signal Delay: 16.1 Intersection LOS: B Intersection Capacity Utilization 87.8 % ICU Level of Service E Analysis Period (min)15 dr Defacto Right Lane. Recode with 1 though lane as a right lane. iplits and Phases: 16: Dove Rd & SH-114 SB =16 1 #]6 -19 4 19: SH-114 NB Frontage Rd & Dove Rd 2032 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM -,*,-,* r- 4- T/,. ti 1 -' Lane Group L EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +Tt 0 ►j q + Traffic Volume (vph) 104 470 0 0 451 116 353 160 372 0 0 0 Future Volume (vph) 104 470 0 0 451 116 353 160 372 0 0 0 Peak Hour Factor 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 Adj. Flow (vph) 130 588 0 0 564 145 441 200 465 0 0 0 Shared Lane Traffic (%) 13% Lane Group Flow (vph) 0 718 0 0 709 0 384 722 0 0 0 0 Turn Type pm+pt NA NA Perm NA Protected Phases 5 65 6 8 Permitted Phases 65 8 Detector Phase 5 65 6 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 22.5 Total Split (s) 9.5 45.1 35.4 35.4 Total Split (%) 10.6 % 50.1 % 39.3% 39.3% AN Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 Lead/Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes - Recall Mode None C-Min Max Max Act Effct Green (s) 45.6 32.9 30.9 30.9 Actuated g/C Ratio 0.51 0.37 0.34 0.34 v/c Ratio 0.55 0.55 0.70 0.60 - Control Delay 11.0 16.3 33.4 18.0 Queue Delay 0.0 0.0 0.0 0.0 - Total Delay 11.0 16.3 33.4 18.0 LOS B B C B Approach Delay 11.0 16.3 23.3 Approach LOS B B C - Queue Length 50th (ft) 93 79 204 119 Queue Length 95th (ft) 80 83 269 145 Internal Link Dist (ft) 394 990 1769 1583 Turn Bay Length (ft) a Base Capacity (vph) 1376 1572 552 1208 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.52 0.45 0.70 0.60 Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 77.2 (86%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 90 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.84 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 9 MS Page 10 19: SH-114 NB Frontage Rd & Dove Rd 2032 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Group of o2 o4 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases 1 2 4 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 9.5 57.9 22.6 Total Split (%) 11 % 64% 25 % Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Max None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 2/8/2016 Synchro 9 Report MS Page 11 19: SH-114 NB Frontage Rd & Dove Rd 2032 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Signal Delay: 17.9 Intersection LOS: B Intersection Capacity Utilization 61.2 % ICU Level of Service B Analysis Period (min)15 Splits and Phases: 19: SH-114 NB Frontage Rd & Dove Rd #16 #16 #16 1 2 7 7p1 sMENU- 1 #19 � 19 F „108 =19 �p5 006'R 45.1 s 9.5 s 2/8/2016 MS Synchro 9 Report Page 12 22: Dove Rd & Kirkwood Blvd 2032 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM *_ t ti r Lane Grout- EBL EST WBT WBR SBL SBR Lane Configurations I Tt Tj+ Vi ?I Traffic Volume (vph) 355 281 384 111 51 152 Future Volume (vph) 355 281 384 111 51 152 Peak Hour Factor 0.77 0.77 0.77 0.77 0.77 0.77 Adj. Flow (vph) 461 365 499 144 66 197 Shared Lane Traffic (%) Lane Group Flow (vph) 461 365 643 0 66 197 Turn Type pm+pt NA NA Prot Perm Protected Phases 7 4 8 1 Permitted Phases 4 6 Detector Phase 7 4 8 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 9.5 Total Split (s) 52.0 77.0 25.0 13.0 13.0 Total Split(%) 57.8% 85.6% 27.8% 14.4% 14.4% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode None C-Max C-Max None None Act Effct Green (s) 73.3 73.3 49.6 7.7 7.7 Actuated g/C Ratio 0.81 0.81 0.55 0.09 0.09 v/c Ratio 0.61 0.13 0.34 0.44 0.63 Control Delay 9.2 3.1 12.7 48.1 15.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 9.2 3.1 12.7 48.1 15.6 LOS A A B D B Approach Delay 6.5 12.7 23.7 Approach LOS A B C Queue Length 50th (ft) 106 30 94 36 0 Queue Length 95th (ft) 103 32 140 65 37 Internal Link Dist (ft) 990 172 351 Turn Bay Length (ft) 100 Base Capacity (vph) 1114 2882 1901 167 327 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.41 0.13 0.34 0.40 0.60 Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBT, Start of Green Natural Cycle: 50 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.63 22: Dove Rd & Kirkwood Blvd 2032 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Signal Delay: 11.4 Intersection LOS: B Intersection Capacity Utilization 49.2 % ICU Level of Service A Analysis Period (min)15 Splits and Phases: 22: Dove Rd & Kirkwood Blvd \4.61 --lp4 `R'- ns on ■ F J 7 48 R) 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 13 MS Page 14 19: SH-114 NB Frontage Rd & Dove Rd 2032 Background(With Improvements) TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Group EBL EST EBR WBL WBT WBR NBL Nr NBR SBL Lane Configurations 0 tT+ Vi tt r Traffic Volume (vph) 104 470 0 0 451 116 353 160 372 0 0 0 Future Volume (vph) 104 470 0 0 451 116 353 160 372 0 0 0 Peak Hour Factor 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 Adj. Flow (vph) 130 588 0 0 564 145 441 200 465 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 718 0 0 709 0 441 200 465 0 0 0 Turn Type pm+pt NA NA Perm NA Perm Protected Phases 5 65 6 8 Permitted Phases 65 8 8 Detector Phase 5 65 6 8 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 22.5 22.5 Total Split (s) 9.5 45.1 35.4 35.4 35.4 Total Split (%) 10.6 % 50.1 % 39.3% 39.3% 39.3% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 Lead/Lag Lag Lead Lead Lead Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None C-Min Max Max Max Act Effct Green (s) 45.6 32.9 30.9 30.9 30.9 Actuated g/C Ratio 0.51 0.37 0.34 0.34 0.34 v/c Ratio 0.55 0.55 0.37 0.16 0.66 Control Delay 11.0 16.3 23.4 21.0 16.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 11.0 16.3 23.4 21.0 16.5 LOS B B C C B Approach Delay 11.0 16.3 20.1 Approach LOS B B C Queue Length 50th (ft) 93 79 96 41 100 Queue Length 95th (ft) 80 83 118 58 157 Internal Link Dist (ft) 394 990 1769 1583 Turn Bay Length (ft) 200 Base Capacity (vph) 1376 1572 1178 1215 705 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.52 0.45 0.37 0.16 0.66 Intersection Summary Cycle Length: 90 Actuated Cycle Length: 90 Offset: 77.2 (86%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 90 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.84 2/8/2016 Synchro 9 Report MS Page 1 19: SH-114 NB Frontage Rd & Dove Rd 2032 Background(With Improvements) TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Group- e1 e2 o4 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 1 2 4 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 9.5 57.9 22.6 Total Split (%) 11 % 64% 25% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Max None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 2/8/2016 Synchro 9 Report MS Page 2 19: SH-114 NB Frontage Rd & Dove Rd 2032 Background(With Improvements) TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Signal Delay: 16.5 Intersection LOS: B Intersection Capacity Utilization 53.5 % ICU Level of Service A Analysis Period (min)15 Splits and Phases: 19: SH-114 NB Frontage Rd & Dove Rd #1I6 ``-16 #16 + 04 4,2'R) 701 57.9 s 19 19 #19 F AB �A6 `R) pS _ 45.1 s 218I2016 Synchro 9 Report MS Page 3 6: Solana Blvd/Kirkwood Blvd & SH-114 SB Off -Ramp 2032 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Grouf------'TBL EST EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations tt ?I ) tt ) r{ Traffic Volume (vph) 0 351 907 648 477 0 0 0 0 227 3 69 Future Volume (vph) 0 351 907 648 477 0 0 0 0 227 3 69 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 0 366 945 675 497 0 0 0 0 236 3 72 Shared Lane Traffic (%) 50% Lane Group Flow (vph) 0 366 945 675 497 0 0 0 0 118 193 0 Turn Type NA Perm pm+pt NA Perm NA Protected Phases 2 1 12 4 Permitted Phases 2 12 4 Detector Phase 2 2 1 12 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 9.5 22.5 22.5 Total Split (s) 33.6 33.6 32.4 44.0 44.0 Total Split (%) 30.5% 30.5 % 29.5 % 40.0 % 40.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lag Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max C-Max None Max Max Act Effct Green (s) 29.1 29.1 57.0 61.5 39.5 39.5 Actuated g/C Ratio 0.26 0.26 0.52 0.56 0.36 0.36 v/c Ratio 0.39 1.02 1.02 0.25 0.20 0.17 Control Delay 34.7 47.6 72.1 14.4 25.6 15.3 Queue Delay 0.0 0.0 12.4 0.0 0.2 0.1 Total Delay 34.7 47.6 84.6 14.4 25.8 15.3 LOS C D F B C B Approach Delay 44.0 54.8 19.3 Approach LOS D D B Queue Length 50th (ft) 111 -326 -404 87 62 30 Queue Length 95th (ft) 155 #575 #592 m138 110 58 Internal Link Dist (ft) 1216 327 1036 836 Turn Bay Length (ft) 350 Base Capacity (vph) 936 924 664 1978 578 1160 Starvation Cap Reductn 0 0 24 0 0 0 Spillback Cap Reductn 0 0 0 0 137 269 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.39 1.02 1.05 0.25 0.27 0.22 Intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 mr� Offset: 0 (0%), Referenced to phase 2:EBWB and 5:, Start of Green Natural Cycle:100 Control Type: Actuated -Coordinated Maximum v/c Ratio:1.13 2/8/2016 Synchro 9 Report MS Page 1 6: Solana Blvd/Kirkwood Blvd & SH-114 SIB Off -Ramp 2032 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Group' 06 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 5 6 8 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 10.0 22.5 22.5 Total Split (s) 31.0 35.0 44.0 Total Split (%) 28% 32 % 40% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode C-Max Max Max Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 2/8/2016 Synchro 9 Report MS Page 2 6: Solana Blvd/Kirkwood Blvd & SH-114 SIB Off -Ramp 2032 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Signal Delay: 45.8 Intersection LOS: D Intersection Capacity Utilization 109.2% ICU Level of Service H Analysis Period (min)15 - Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 6: Solana Blvd/Kirkwood Blvd & SH-114 SB Off -Ramp 46 #6 7q1 042 =6I j 14 .6 s 44 s s =s F 144 =3 s nm� ��¢6 .s 31s 1 35s s 8: SH-114 NB Off -Ramp & Kirkwood Blvd 2032 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM -'*,-,* r- 4- T/,. ti 1 -' Lane Group - - - - - - - - ML EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations V1 tt tt ?I Vi tt ?I Traffic Volume (vph) 538 122 0 0 763 497 433 1316 74 0 0 0 Future Volume (vph) 538 122 0 0 763 497 433 1316 74 0 0 0 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 560 127 0 0 795 518 451 1371 77 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 560 127 0 0 795 518 451 1371 77 0 0 0 Turn Type pm+pt NA NA Free Perm NA Free Protected Phases 5 56 6 8 Permitted Phases 56 Free 8 Free Detector Phase 5 56 6 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 22.5 22.5 22.5 Total Split (s) 31.0 35.0 44.0 44.0 Total Split (%) 28.2 % 31.8 % 40.0% 40.0% JIM Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode C-Max Max Max Max Act Effct Green (s) 57.0 61.5 30.5 110.0 39.5 39.5 110.0 Actuated g/C Ratio 0.52 0.56 0.28 1.00 0.36 0.36 1.00 v/c Ratio 1.13 0.06 0.81 0.33 0.71 1.08 0.05 Control Delay 127.2 11.7 44.7 0.6 37.7 84.2 0.1 Queue Delay 0.0 0.0 0.0 0.0 7.4 0.0 0.0 Total Delay 127.2 11.7 44.7 0.6 45.1 84.2 0.1 LOS F B D A D F A i Approach Delay 105.9 27.3 71.5 Approach LOS F C E - Queue Length 50th (ft) -425 19 275 0 271 -570 0 Queue Length 95th (ft) #646 33 351 0 393 #706 0 Internal Link Dist (ft) 327 240 1055 1095 Turn Bay Length (ft) 340 Base Capacity(vph) 494 1978 981 1583 635 1270 1583 Starvation Cap Reductn 1 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 142 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 1.14 0.06 0.81 0.33 0.91 1.08 0.05 Intersection Summary Cycle Length: 110 Actuated Cycle Length: 110 Offset: 0 (0%), Referenced to phase 2:EBWB and 5:, Start of Green Natural Cycle:100 Control Type: Actuated -Coordinated Maximum v/c Ratio:1.13 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 3 MS Page 4 8: SH-114 NB Off -Ramp & Kirkwood Blvd 2032 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 5.0 5.0 5.0 9.5 22.5 22.5 32.4 33.6 44.0 29% 31% 40% 3.5 3.5 3.5 1.0 1.0 1.0 Lead Lag Yes Yes None C-Max Max 8: SH-114 NB Off -Ramp & Kirkwood Blvd 2032 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Signal Delay: 62.7 Intersection LOS: E Intersection Capacity Utilization 109.2 % ICU Level of Service H Analysis Period (min)15 - Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 8: SH-114 NB Off -Ramp & Kirkwood Blvd #6 #6 6 = 6 's 33.6s R 44s ma 0.5 �8 ��F p6 =a oa 35 s 44 s 2/8/2016 Synchro 9 Report 2/8/2016 MS Page 5 MS Synchro 9 Report Page 6 16: Dove Rd & SH-114 SIB Off -Ramp 2032 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Group EBL EST EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations tT+ Traffic Volume (vph) 0 228 408 430 1624 0 0 0 0 124 199 181 Future Volume (vph) 0 228 408 430 1624 0 0 0 0 124 199 181 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 0 238 425 448 1692 0 0 0 0 129 207 189 Shared Lane Traffic (°!°) 10% Lane Group Flow (vph) 0 663 0 0 2140 0 0 0 0 116 409 0 Turn Type NA pm+pt NA Perm NA Protected Phases 2 1 12 4 Permitted Phases 12 4 Detector Phase 2 1 12 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 9.5 22.5 22.5 Total Split (s) 42.2 65.2 22.6 22.6 Total Split (%) 32.5% 50.2 % 17.4 % 17.4% Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 Lead/Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max None None None Act Effct Green (s) 38.7 99.4 17.1 17.1 Actuated g/C Ratio 0.30 0.76 0.13 0.13 v/c Ratio 0.55 0.96 0.55 0.85 Control Delay 19.2 14.7 62.9 61.1 Queue Delay 0.0 9.8 0.0 0.0 Total Delay 19.2 24.5 62.9 61.1 LOS B C E E Approach Delay 19.2 24.5 61.5 Approach LOS B C E Queue Length 50th (ft) 113 347 101 151 Queue Length 95th (ft) 176 m314 172 #229 Internal Link Dist (ft) 224 394 1722 1376 Turn Bay Length (ft) 240 Base Capacity (vph) 1200 2227 224 506 Starvation Cap Reductn 0 117 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.55 1.01 0.52 0.81 Intersection Summary Cycle Length: 130 Actuated Cycle Length:130 JIMEEMEr- Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle:130 Control Type: Actuated -Coordinated Maximum v/c Ratio:1.03 2/8/2016 Synchro 9 Report MS Page 7 16: Dove Rd & SH-114 SB Off -Ramp 2032 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Group o6 08 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 5 6 8 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 9.8 39.2 81.0 Total Split (%) 8% 30% 62% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Min Max Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 2/8/2016 Synchro 9 Report MS Page 8 16: Dove Rd & SH-114 SIB Off -Ramp 2032 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Signal Delay: 29.3 Intersection LOS: C Intersection Capacity Utilization 98.0 % ICU Level of Service F Analysis Period (min)15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. iplits and Phases: 16: Dove Rd & SH-114 SB Off -Ramp #16 #16 #16 i14 2 701 72.6 s 19 _-19 =19 19: SH-114 NB Frontage Rd & Dove Rd 2032 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM -'*,-,* r- 4- T/,. ti 1 -' Lane Group- EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +Tt 0 ) 4T+ Traffic Volume (vph) 82 273 0 0 809 140 1220 1573 156 0 0 0 Future Volume (vph) 82 273 0 0 809 140 1220 1573 156 0 0 0 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Adj. Flow (vph) 83 276 0 0 817 141 1232 1589 158 0 0 0 Shared Lane Traffic (%) 21 °% Lane Group Flow (vph) 0 359 0 0 958 0 973 2006 0 0 0 0 Turn Type pm+pt NA NA Perm NA Protected Phases 5 56 6 8 Permitted Phases 56 8 Detector Phase 5 56 6 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 22.5 Total Split (s) 9.8 39.2 81.0 81.0 Total Split (%) 7.5 % 30.2 % 62.3% 62.3% JIM Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 Lead/Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode None C-Min Max Max Act Effct Green (s) 40.0 34.7 76.5 76.5 Actuated g/C Ratio 0.31 0.27 0.59 0.59 v/c Ratio 0.56 1.03 1.03 1.02 - Control Delay 57.8 82.1 63.7 52.9 Queue Delay 0.0 19.3 12.8 6.1 - Total Delay 57.8 101.4 76.4 59.0 LOS E F E E - Approach Delay 57.8 101.4 64.7 Approach LOS E F E Queue Length 50th (ft) 153 -447 -960 -983 Queue Length 95th (ft) m207 #582 #1241 #1129 Internal Link Dist (ft) 394 990 1769 1583 Turn Bay Length (ft) a Base Capacity (vph) 642 934 947 1963 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 46 32 33 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.56 1.08 1.06 1.04 Intersection Summary Cycle Length: 130 Actuated Cycle Length: 130 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 130 Control Type: Actuated -Coordinated Maximum v/c Ratio: 1.03 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 9 MS Page 10 19: SH-114 NB Frontage Rd & Dove Rd 2032 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Group of o2 o4 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases 1 2 4 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 65.2 42.2 22.6 Total Split (%) 50% 32 % 17% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Max None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 2/8/2016 Synchro 9 Report MS Page 11 19: SH-114 NB Frontage Rd & Dove Rd 2032 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Signal Delay: 72.3 Intersection LOS: E Intersection Capacity Utilization 103.9 % ICU Level of Service G Analysis Period (min)15 - Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 19: SH-114 NB Frontage Rd & Dove Rd #16 #16 04 p2 116 7A1 m s 65.2 s =19 =19 F Q8 �95 `R'- =19 05 81s 39.2s 9.8s 2/8/2016 MS Synchro 9 Report Page 12 22: Dove Rd & Kirkwood Blvd 2032 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM *_ t ti r Lane Grout- EBL EST WBT WBR SBL SBR Lane Configurations ►j Tt Tf+ Vi ?I Traffic Volume (vph) 162 255 366 309 143 430 Future Volume (vph) 162 255 366 309 143 430 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 180 283 407 343 159 478 Shared Lane Traffic (%) Lane Group Flow (vph) 180 283 750 0 159 478 Turn Type pm+pt NA NA Prot Perm Protected Phases 7 4 8 1 Permitted Phases 4 6 Detector Phase 7 4 8 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 Total Split (s) 22.0 51.0 29.0 59.0 59.0 Total Split (%) 20.0 % 46.4% 26.4% 53.6% 53.6% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode None C-Max C-Max None Max Act Effct Green (s) 46.5 46.5 29.2 54.5 54.5 Actuated g/C Ratio 0.42 0.42 0.27 0.50 0.50 v/c Ratio 0.66 0.19 0.75 0.18 0.47 Control Delay 33.9 20.4 33.9 16.1 3.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 33.9 20.4 33.9 16.1 3.0 LOS C C C B A Approach Delay 25.6 33.9 6.3 Approach LOS C C A Queue Length 50th (ft) 80 64 196 60 0 Queue Length 95th (ft) 142 94 #310 100 52 Internal Link Dist (ft) 990 172 351 Turn Bay Length (ft) 100 Base Capacity (vph) 340 1496 1005 876 1025 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.53 0.19 0.75 0.18 0.47 Intersection Summary Cycle Length: 110 Actuated Cycle Length:110 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBT, Start of Green Natural Cycle: 60 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.75 22: Dove Rd & Kirkwood Blvd 2032 Background TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Signal Delay: 22.3 Intersection LOS: C Intersection Capacity Utilization 54.2 % ICU Level of Service A Analysis Period (min)15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 22: Dove Rd & Kirkwood Blvd y01 --lp4 R' 51s 06 F f 0 o8 `R1 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 13 MS Page 14 19: SH-114 NB Frontage Rd & Dove Rd 2032 Background(With Improvements) TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Group EBL EST EBR WBL WBT WBR NBL NSF NBR SBL Lane Configurations 0 tt ?I Vi tt r Traffic Volume (vph) 82 273 0 0 809 140 1220 1573 156 0 0 0 Future Volume (vph) 82 273 0 0 809 140 1220 1573 156 0 0 0 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Adj. Flow (vph) 83 276 0 0 817 141 1232 1589 158 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 359 0 0 817 141 1232 1589 158 0 0 0 Turn Type pm+pt NA NA Perm Perm NA Perm Protected Phases 5 56 6 8 Permitted Phases 56 6 8 8 Detector Phase 5 56 6 6 8 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 10.2 45.4 45.4 64.4 64.4 64.4 Total Split(%) 8.5% 37.8% 37.8% 53.7% 53.7% 53.7% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lag Lead Lead Lead Lead -Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None C-Min C-Min Max Max Max Act Effct Green (s) 46.6 37.2 37.2 59.9 59.9 59.9 Actuated g/C Ratio 0.39 0.31 0.31 0.50 0.50 0.50 v/c Ratio 0.40 0.74 0.24 0.72 0.90 0.19 Control Delay 41.0 34.9 4.6 26.5 35.6 6.9 Queue Delay 0.0 2.7 0.0 16.7 0.0 0.0 Total Delay 41.0 37.6 4.6 43.2 35.6 6.9 LOS D D A D D A Approach Delay 41.0 32.7 37.2 Approach LOS D C D Queue Length 50th (ft) 136 212 1 372 570 22 Queue Length 95th (ft) 189 271 32 454 687 59 Internal Link Dist (ft) 394 990 1769 1583 Turn Bay Length (ft) 200 200 Base Capacity (vph) 925 1206 629 1713 1766 841 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 267 0 497 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.39 0.87 0.22 1.01 0.90 0.19 Intersection Summary Cycle Length: 120 Actuated Cycle Length:120 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 90 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.96 2/8/2016 Synchro 9 Report MS Page 1 19: SH-114 NB Frontage Rd & Dove Rd 2032 Background(With Improvements) TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Group- e1 e2 o4 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 1 2 4 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 66.2 30.8 23.0 Total Split (%) 55% 26 % 19% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Max None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 2/8/2016 Synchro 9 Report MS Page 2 19: SH-114 NB Frontage Rd & Dove Rd 2032 Background(With Improvements) TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Signal Delay: 36.5 Intersection LOS: D Intersection Capacity Utilization 87.0 % ICU Level of Service E Analysis Period (min)15 Splits and Phases: 19: SH-114 NB Frontage Rd & Dove Rd #16 #16 #16 F l 04 7n1 23s M JF.2s 19 19 R 19 A3 F �P6 �'- 05 64.4s 1 1 145.4s 10.2s 218I2016 Synchro 9 Report MS Page 3 6: Solana Blvd/Kirkwood Blvd & SH-114 SB Off -Ramp 2032 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Grouf------'TBL EST EBR WBL WBT WBR NBL NBT NBR SBL S Lane Configurations tt ? tt +{� Traffic Volume (vph) 0 504 376 455 950 0 0 0 0 809 2 93 Future Volume (vph) 0 504 376 455 950 0 0 0 0 809 2 93 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 548 409 495 1033 0 0 0 0 879 2 101 Shared Lane Traffic (%) 50% Lane Group Flow (vph) 0 548 409 495 1033 0 0 0 0 439 543 0 Turn Type NA Perm pm+pt NA Perm NA Protected Phases 2 1 12 4 Permitted Phases 2 12 4 Detector Phase 2 2 1 12 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 9.5 22.5 22.5 Total Split (s) 23.8 23.8 28.2 48.0 48.0 Total Split (%) 23.8% 23.8 % 28.2 % 48.0 % 48.0 % Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lag Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max C-Max None None None Act Effct Green (s) 19.3 19.3 43.0 47.5 43.5 43.5 Actuated g/C Ratio 0.19 0.19 0.43 0.48 0.44 0.44 v/c Ratio 0.80 0.64 1.00 0.61 0.63 0.39 Control Delay 48.7 8.9 52.8 20.0 26.9 19.0 Queue Delay 0.0 0.0 0.0 3.3 0.6 0.1 Total Delay 48.7 8.9 52.8 23.3 27.5 19.0 LOS D A D C C B Approach Delay 31.7 32.9 22.8 Approach LOS C C C Queue Length 50th (ft) 176 0 -252 298 232 117 Queue Length 95th (ft) #252 84 m#367 m324 350 162 Internal Link Dist (ft) 1214 327 1036 836 Turn Bay Length (ft) 350 Base Capacity (vph) 683 635 493 1681 700 1396 Starvation Cap Reductn 0 0 0 530 0 0 Spillback Cap Reductn 0 0 0 0 68 102 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.80 0.64 1.00 0.90 0.69 0.42 Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 90 Control Type: Actuated -Coordinated Maximum v/c Ratio: 1.00 2/8/2016 Synchro 9 Report MS Page 1 6: Solana Blvd/Kirkwood Blvd & SH-114 SIB Off -Ramp 2032 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Group' 06 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 5 6 8 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 21.2 30.8 48.0 Total Split(%) 21% 31% 48% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Max None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 2/8/2016 Synchro 9 Report MS Page 2 6: Solana Blvd/Kirkwood Blvd & SH-114 SIB Off -Ramp 2032 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Signal Delay: 29.7 Intersection LOS: C Intersection Capacity Utilization 91.4 % ICU Level of Service F Analysis Period (min)15 - Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. iplits and Phases: 6: Solana Blvd/Kirkwood Blvd & SH-114 SB Off -Ramp 6 #6 #6 7q1 �m2 1`q4 �s #8 #8 F A 30.8 s 8: SH-114 NB Off -Ramp & Kirkwood Blvd 2032 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM -'*,-,* r- 4- T/,. ti 1 -' Lane Group - - - - - - - - ML EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations V1 tt tt ?I Vi +Tf+ Traffic Volume (vph) 193 1122 0 0 548 107 859 183 736 0 0 0 Future Volume (vph) 193 1122 0 0 548 107 859 183 736 0 0 0 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 210 1220 0 0 596 116 934 199 800 0 0 0 Shared Lane Traffic (%) 28°% Lane Group Flow (vph) 210 1220 0 0 596 116 672 1261 0 0 0 0 Turn Type pm+pt NA NA Free Perm NA Protected Phases 5 56 6 8 Permitted Phases 56 Free 8 Detector Phase 5 56 6 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 22.5 Total Split (s) 21.2 30.8 48.0 48.0 Total Split (%) 21.2 % 30.8 % 48.0% 48.0% Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes - Recall Mode None C-Max None None Act Effct Green (s) 43.0 47.5 26.3 100.0 43.5 43.5 - Actuated g/C Ratio 0.43 0.48 0.26 1.00 0.44 0.44 v/c Ratio 0.50 0.73 0.64 0.07 0.96 1.19dr - Control Delay 39.3 33.2 36.4 0.1 54.4 41.2 Queue Delay 0.0 10.9 1.1 0.0 0.0 0.0 - Total Delay 39.3 44.2 37.5 0.1 54.4 41.2 LOS D D D A D D - Approach Delay 43.5 31.4 45.8 Approach LOS D C D Queue Length 50th (ft) 106 332 177 0 445 403 Queue Length 95th (ft) m164 411 236 0 #710 #565 Internal Link Dist (ft) 327 247 1055 1095 Turn Bay Length (ft) a Base Capacity(vph) 416 1681 930 1583 700 1340 Starvation Cap Reductn 0 448 0 0 0 0 Spillback Cap Reductn 0 0 147 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.50 0.99 0.76 0.07 0.96 0.94 Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 90 Control Type: Actuated -Coordinated Maximum v/c Ratio:1.00 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 3 MS Page 4 8: SH-114 NB Off -Ramp & Kirkwood Blvd 2032 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 5.0 5.0 5.0 9.5 22.5 22.5 28.2 23.8 48.0 28% 24% 48% 3.5 3.5 3.5 1.0 1.0 1.0 Lead Lag Yes Yes None C-Max None 8: SH-114 NB Off -Ramp & Kirkwood Blvd 2032 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Signal Delay: 42.4 Intersection LOS: D Intersection Capacity Utilization 91.4 % ICU Level of Service F Analysis Period (min)15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. dr Defacto Right Lane. Recode with 1 though lane as a right lane. 2/8/2016 Synchro 9 Report 2/8/2016 MS Page 5 MS Synchro 9 Report Page 6 16: Dove Rd & SH-114 SIB Off -Ramp 2032 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Group EBL EST EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations tT+ +Tt ) r{ Traffic Volume (vph) 0 591 1056 141 691 0 0 0 0 240 181 89 Future Volume (vph) 0 591 1056 141 691 0 0 0 0 240 181 89 Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 Adj. Flow (vph) 0 712 1272 170 833 0 0 0 0 289 218 107 Shared Lane Traffic (°!°) 29% Lane Group Flow (vph) 0 1984 0 0 1003 0 0 0 0 205 409 0 Turn Type NA pm+pt NA Perm NA Protected Phases 2 1 21 4 Permitted Phases 21 4 Detector Phase 2 1 21 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 9.5 22.5 22.5 Total Split (s) 68.0 9.5 22.5 22.5 Total Split (%) 68.0% 9.5 % 22.5 % 22.5% Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 Lead/Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max None None None Act Effct Green (s) 65.0 70.0 16.5 16.5 Actuated g/C Ratio 0.65 0.70 0.16 0.16 v/c Ratio 1.10dr 1.04dl 0.77 0.72 Control Delay 20.5 9.7 59.9 43.4 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 20.5 9.7 59.9 43.4 LOS C A E D Approach Delay 20.5 9.7 48.9 Approach LOS C A D Queue Length 50th (ft) 475 76 136 121 Queue Length 95th (ft) 494 57 202 158 Internal Link Dist (ft) 224 394 1722 1376 Turn Bay Length (ft) 240 Base Capacity (vph) 2187 1323 289 613 Starvation Cap Reductn 0 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.91 0.76 0.71 0.67 Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 90 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.91 2/8/2016 Synchro 9 Report MS Page 7 16: Dove Rd & SH-114 SB Off -Ramp 2032 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Group o6 08 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 5 6 8 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 9.5 54.5 36.0 Total Split (%) 10% 55 % 36% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Min Max Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 2/8/2016 Synchro 9 Report MS Page 8 16: Dove Rd & SH-114 SIB Off -Ramp 2032 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Signal Delay: 22.4 Intersection LOS: C Intersection Capacity Utilization 94.7 % ICU Level of Service F Analysis Period (min)15 dl Defacto Left Lane. Recode with 1 though lane as a left lane. dr Defacto Right Lane. Recode with 1 though lane as a right lane. Splits and Phases: 16: Dove Rd & SH-114 SB Off -Ramp #16 #16 04 p2 #16 F i 1 22.5 s 9.5 s. -19 #�1+9} 06 r 19 36s 9.ss 19: SH-114 NB Frontage Rd & Dove Rd 2032 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM -,*,-,* r- 4- T/,. ti 1 -' Lane Group- EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +Tt 0 ►j q + Traffic Volume (vph) 104 716 0 0 493 132 353 160 556 0 0 0 Future Volume (vph) 104 716 0 0 493 132 353 160 556 0 0 0 Peak Hour Factor 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 Adj. Flow (vph) 130 895 0 0 616 165 441 200 695 0 0 0 Shared Lane Traffic (%) 10°% Lane Group Flow (vph) 0 1025 0 0 781 0 397 939 0 0 0 0 Turn Type pm+pt NA NA Perm NA Protected Phases 5 65 6 8 Permitted Phases 65 8 Detector Phase 5 65 6 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 22.5 Total Split (s) 9.5 54.5 36.0 36.0 Total Split (%) 9.5 % 54.5 % 36.0% 36.0% AN Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 Lead/Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode None C-Min Max Max Act Effct Green (s) 55.0 46.2 31.5 31.5 Actuated g/C Ratio 0.55 0.46 0.32 0.32 v/c Ratio 0.74 0.49 0.78 1.23dr - Control Delay 15.6 9.0 43.7 41.6 Queue Delay 0.1 0.0 0.0 0.0 - Total Delay 15.8 9.0 43.7 41.6 LOS B A D D - Approach Delay 15.8 9.0 42.2 Approach LOS B A D Queue Length 50th (ft) 167 49 251 275 Queue Length 95th (ft) 175 71 320 302 Internal Link Dist (ft) 394 990 1769 1583 Turn Bay Length (ft) a Base Capacity (vph) 1421 1737 507 1037 Starvation Cap Reductn 39 0 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.74 0.45 0.78 0.91 Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 90 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.91 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 9 MS Page 10 19: SH-114 NB Frontage Rd & Dove Rd 2032 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Group of o2 o4 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases 1 2 4 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 9.5 68.0 22.5 Total Split (%) 10% 68% 23% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Max None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 2/8/2016 Synchro 9 Report MS Page 11 19: SH-114 NB Frontage Rd & Dove Rd 2032 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Signal Delay: 25.3 Intersection LOS: C Intersection Capacity Utilization 73.6 % ICU Level of Service D Analysis Period (min)15 dr Defacto Right Lane. Recode with 1 though lane as a right lane. Splits and Phases: 19: SH-114 NB Frontage Rd & Dove Rd #16 #�16p 1 11 ;;2 =16 ■ 11 22.5 s 9.5 s -19 #19 TAB =19 4" 06 36 s 9.5 s 2/8/2016 MS Synchro 9 Report Page 12 22: Dove Rd & Kirkwood Blvd 2032 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM *_ t ti r Lane Grout- EBL EST WBT WBR SBL SBR Lane Configurations ►j Tt Tf+ Vi ?I Traffic Volume (vph) 784 281 384 173 59 211 Future Volume (vph) 784 281 384 173 59 211 Peak Hour Factor 0.77 0.77 0.77 0.77 0.77 0.77 Adj. Flow (vph) 1018 365 499 225 77 274 Shared Lane Traffic (%) Lane Group Flow (vph) 1018 365 724 0 77 274 Turn Type pm+pt NA NA Prot Perm Protected Phases 7 4 8 1 Permitted Phases 4 6 Detector Phase 7 4 8 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 9.5 Total Split (s) 57.0 86.0 29.0 14.0 14.0 Total Split (%) 57.0 % 86.0% 29.0 % 14.0 % 14.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode None C-Max C-Max None None Act Effct Green (s) 82.6 82.6 24.5 8.5 8.4 Actuated g/C Ratio 0.83 0.83 0.24 0.08 0.08 v/c Ratio 1.00 0.12 0.82 0.51 0.71 Control Delay 45.1 2.4 41.4 55.6 16.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 45.1 2.4 41.4 55.6 16.6 LOS D A D E B Approach Delay 33.9 41.4 25.2 Approach LOS C D C Queue Length 50th (ft) -594 25 210 47 0 Queue Length 95th (ft) #611 m23 225 80 38 Internal Link Dist (ft) 990 172 351 Turn Bay Length (ft) 100 Base Capacity (vph) 1022 2922 878 168 398 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 1.00 0.12 0.82 0.46 0.69 Intersection Sunl Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBT, Start of Green Natural Cycle: 90 Control Type: Actuated -Coordinated Maximum v/c Ratio: 1.00 22: Dove Rd & Kirkwood Blvd 2032 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Signal Delay: 34.9 Intersection LOS: C Intersection Capacity Utilization 75.0 % ICU Level of Service D Analysis Period (min)15 - Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 22: Dove Rd & Kirkwood Blvd �pl --"p4 14s 86s 05 A7 08 14s 575 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 13 MS Page 14 19: SH-114 NB Frontage Rd & Dove Rd 2032 Background + Site(With Improvements) TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Group EBL EST EBR WBL WBT WBR NBL NBT NBR SBL S Lane Configurations 0 tt ?I )VI tt Traffic Volume (vph) 104 716 0 0 493 132 353 160 556 0 0 0 Future Volume (vph) 104 716 0 0 493 132 353 160 556 0 0 0 Peak Hour Factor 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 Adj. Flow (vph) 130 895 0 0 616 165 441 200 695 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 1025 0 0 616 165 441 895 0 0 0 0 Turn Type pm+pt NA NA Perm Perm NA Protected Phases 5 65 6 8 Permitted Phases 65 6 8 Detector Phase 5 65 6 6 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 22.5 22.5 Total Split (s) 9.5 52.5 52.5 38.0 38.0 Total Split (%) 9.5% 52.5 % 52.5% 38.0% 38.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 Lead/Lag Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Yes Recall Mode None C-Min C-Min Max Max Act Effct Green (s) 53.0 43.9 43.9 33.5 33.5 Actuated g/C Ratio 0.53 0.44 0.44 0.34 0.34 v/c Ratio 0.72 0.40 0.21 0.38 1.14dr Control Delay 15.8 19.3 3.0 26.6 32.0 Queue Delay 0.2 0.0 0.0 0.0 0.0 Total Delay 16.0 19.3 3.0 26.6 32.0 LOS B B A C C Approach Delay 16.0 15.9 30.2 Approach LOS B B C Queue Length 50th (ft) 180 125 0 109 236 Queue Length 95th (ft) 187 143 23 131 261 Internal Link Dist (ft) 394 990 1769 1583 Turn Bay Length (ft) 200 Base Capacity (vph) 1470 1698 845 1150 1128 Starvation Cap Reductn 67 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.73 0.36 0.20 0.38 0.79 Intersection Summary Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 90 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.91 2/8/2016 Synchro 9 Report MS Page 1 19: SH-114 NB Frontage Rd & Dove Rd 2032 Background + Site(With Improvements) TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Lane Group- of o2 o4 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 1 2 4 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 9.5 68.0 22.5 Total Split (%) 10% 68% 23% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Max None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 2/8/2016 Synchro 9 Report MS Page 2 19: SH-114 NB Frontage Rd & Dove Rd 2032 Background + Site(With Improvements) TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Signal Delay: 22.0 Intersection LOS: C Intersection Capacity Utilization 70.1 % ICU Level of Service C Analysis Period (min)15 dr Defacto Right Lane. Recode with 1 though lane as a right lane. Splits and Phases: 19: SH-114 NB Frontage Rd & Dove Rd 218I2016 Synchro 9 Report Ms Page 3 =16 1 04 #�1+6 rt�W2 =16 701 22.5 s 9.5 s =19 QB -19 F � �5 'R', =19 4.1 38s 525s 9.5s 2: Driveway 4/T W King Rd & Kirkwood Blvd 2032 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Intersection Delay, s/veh 58.4 Intersection LOS F Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Traffic Vol, veh/h 0 43 1031 184 0 0 126 15 0 25 2 0 Future Vol, veh/h 0 43 1031 184 0 0 126 15 0 25 2 0 Peak Hour Factor 0.92 0.91 0.91 0.92 0.92 0.92 0.91 0.91 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 47 1133 200 0 0 138 16 0 27 2 0 Number of Lanes 0 1 2 0 0 0 2 0 0 0 2 0 Approach Wf3 - NB ]NEW Opposing Approach WB EB SB Opposing Lanes 2 3 2 Conflicting Approach Left SB NB EB Conflicting Lanes Left 2 2 3 Conflicting Approach Right NB SB WB Conflicting Lanes Right 2 2 2 HCM Control Delay 66.3 14.6 14.1 HCM LOS F B B Lane NBLn1 NBLn2 EBLnl E13Ln2 EBLn3 WBLnl WBLn2 SBLnl S13Ln2 Vol Left,% 97% 0% 100% 0% 0% 0% 0% 93% 0% Vol Thru, % 3% 100% 0% 100% 65% 100% 74% 7% 0% Vol Right, % 0% 0% 0% 0% 35% 0% 26% 0% 100% Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 26 1 43 687 528 84 57 168 459 LT Vol 25 0 43 0 0 0 0 156 0 Through Vol 1 1 0 687 344 84 42 12 0 RT Vol 0 0 0 0 184 0 15 0 459 Lane Flow Rate 28 1 47 755 578 92 63 184 504 Geometry Grp 8 8 8 8 8 8 8 8 8 Degree ofUtil(X) 0.081 0.004 0.107 1 1 0.242 0.161 0.435 1 Departure Headway (Hd) 10.493 10.008 8.181 7.671 7.422 9.442 9.258 8.497 7.337 Convergence, YIN Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 341 357 445 483 497 382 389 424 494 Service Time 8.258 7.772 5.808 5.31 5,067 7.162 6.978 6.231 5.072 HCM Lane VIC Ratio 0.082 0.003 0.106 1.563 1.163 0.241 0.162 0.434 1.02 HCM Control Delay 14.2 12.8 11.8 68.8 67.6 15.2 13.8 17.6 67.7 HCM Lane LOS B B B F F C B C F HCM 95th-tile Q 0.3 0 0.4 13.3 13.5 0.9 0.6 2.2 13.5 2: Driveway 4/T W King Rd & Kirkwood Blvd 2032 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBF Traffic Vol, veh/h 0 156 12 459 Future Vol, veh/h 0 156 12 459 Peak Hour Factor 0.92 0.91 0.92 0.91 Heavy Vehicles, % 2 2 2 2 Mvmt Flow 0 171 13 504 Number of Lanes 0 0 1 1 Approach SB Opposing Approach NB Opposing Lanes 2 Conflicting Approach Left WB Conflicting Lanes Left 2 Conflicting Approach Right EB Conflicting Lanes Right 3 HCM Control Delay 54.3 HCM LOS F 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 1 MS Page 2 12: Kirkwood Blvd & Driveway 3 2032 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Int Delay, s/veh 1.1 14: Kirkwood Blvd & Driveway 1 2032 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Int Delay, s/veh 1.9 Movement -1 EBL EBR NBL NBT SBT SBR Movement EBL EB Traffic Vol, veh/h 22 17 61 412 392 184 Traffic Vol, veh/h 29 25 184 666 66 184 Future Vol, veh/h 22 17 61 412 392 184 Future Vol, veh/h 29 25 184 666 66 184 Conflicting Peds, #Ihr 0 0 0 0 0 0 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free Sign Control Stop Stop Free Free Free Free RT Channelized - None None None RT Channelized - None - None None Storage Length 0 100 - 150 Storage Length 0 100 150 - 150 Veh in Median Storage, # 0 - 0 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 24 18 66 448 426 200 Mvmt Flow 32 27 200 724 72 200 Major/Minor Minor2 Majorl Major2 Major/Minor Minot Majorl Major2 Conflicting Flow All 783 213 426 0 0 Conflicting Flow All 834 36 72 0 0 Stage 1 426 - - - - Stage 1 72 - - - - Stage 2 357 - - Stage 2 762 - - Critical Hdwy 6.84 6.94 4.14 Critical Hdwy 6.84 6.94 4.14 Critical Hdwy Stg 1 5.84 - - Critical Hdwy Stg 1 5.84 - Critical Hdwy Stg 2 5.84 - - Critical Hdwy Stg 2 5.84 - - Follow-up Hdwy 3.52 3.32 2.22 Follow-up Hdwy 3.52 3.32 2.22 Pot Cap-1 Maneuver 331 792 1130 Pot Cap-1 Maneuver 307 1029 1526 Stage 1 627 - - Stage 1 942 - - Stage 2 679 - - Stage 2 421 - - Platoon blocked, % Platoon blocked, % Mov Cap-1 Maneuver 305 792 1130 Mov Cap-1 Maneuver 267 1029 1526 Mov Cap-2 Maneuver 305 - - Mov Cap-2 Maneuver 267 - - Stage 1 627 Stage 1 942 Stage 2 626 Stage 2 366 Approach EB NB SB Approach EB NB SB HCM Control Delay, s 14.3 1.3 0 HCM Control Delay, s 14.9 1.7 0 HCM LOS B HCM LOS B Minor Lane/MajorMvmt NBL NBTEBLn1EBLn2 SBT SBR Minor Lane/MajorMvmt NBL NBT EBLn I EBLn2 SBT SBR Capacity (veh/h) 1130 305 792 Capacity (veh/h) 1526 267 1029 HCM Lane V/C Ratio 0.059 0.078 0.023 HCM Lane V/C Ratio 0.131 0.118 0.026 HCM Control Delay (s) 8.4 0.3 17.8 9.7 HCM Control Delay (s) 7.7 20.3 8.6 HCM Lane LOS A A C A HCM Lane LOS A C A HCM 95th %tile Q(veh) 0.2 - 0.3 0.1 HCM 95th %tile Q(veh) 0.5 0.4 0.1 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 1 MS Page 2 30: Kirkwood Blvd & Driveway 2 2032 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: AM Intersection Int Delay, s/veh 2.6 Movement -1 EBL EBR NBL NBT SBT SBR Traffic Vol, veh/h 25 25 246 449 225 184 Future Vol, veh/h 25 25 246 449 225 184 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None None Storage Length 0 100 150 - - 150 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 27 27 267 488 245 200 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 1024 122 245 0 0 Stage 1 245 - - - - Stage 2 779 - - Critical Hdwy 6.84 6.94 4.14 Critical Hdwy Stg 1 5.84 - - Critical Hdwy Stg 2 5.84 - - Follow-up Hdwy 3.52 3.32 2.22 Pot Cap-1 Maneuver 231 906 1318 Stage 1 773 - - Stage 2 413 - - Platoon blocked, Mov Cap-1 Maneuver 184 906 1318 Mov Cap-2 Maneuver 184 - - Stage 1 773 Stage 2 329 Approach EB NB SB HCM Control Delay, s 18.5 3 0 HCM LOS C Minor Lane/MajorMvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h) 1318 184 906 HCM Lane V/C Ratio 0.203 0.148 0.03 HCM Control Delay (s) 8.4 27.9 9.1 HCM Lane LOS A D A HCM 95th %tile Q(veh) 0.8 0.5 0.1 2/8/2016 Synchro 9 Report MS Page 3 6: Solana Blvd/Kirkwood Blvd & SH-114 SB Off -Ramp 2032 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Grouf------'TBL EST EBR WBL WBT WBR NBL NBT NBR SBL Sk Lane Configurations tt ?I ) tt ) +j + Traffic Volume (vph) 0 374 907 703 588 0 0 0 0 317 3 69 Future Volume (vph) 0 374 907 703 588 0 0 0 0 317 3 69 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 0 390 945 732 613 0 0 0 0 330 3 72 Shared Lane Traffic (%) 50% Lane Group Flow (vph) 0 390 945 732 613 0 0 0 0 165 240 0 Turn Type NA Perm pm+pt NA Perm NA Protected Phases 2 1 12 4 Permitted Phases 2 12 4 Detector Phase 2 2 1 12 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 22.5 9.5 22.5 22.5 Total Split (s) 33.6 33.6 32.4 44.0 44.0 Total Split (%) 30.5% 30.5 % 29.5 % 40.0 % 40.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lag Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max C-Max None Max Max Act Effct Green (s) 29.1 29.1 57.0 61.5 39.5 39.5 Actuated g/C Ratio 0.26 0.26 0.52 0.56 0.36 0.36 v/c Ratio 0.42 1.03 1.12 0.31 0.29 0.21 Control Delay 35.1 50.3 103.4 16.5 26.9 18.5 Queue Delay 0.0 0.0 0.3 0.4 0.3 0.1 Total Delay 35.1 50.3 103.6 16.9 27.2 18.6 LOS D D F B C B Approach Delay 45.9 64.1 22.1 Approach LOS D E C Queue Length 50th (ft) 120 -336 -464 127 90 46 Queue Length 95th (ft) 166 #585 m#550 m140 150 77 Internal Link Dist (ft) 1216 327 1036 836 Turn Bay Length (ft) 350 Base Capacity (vph) 936 917 653 1978 578 1163 Starvation Cap Reductn 0 0 24 830 0 0 Spillback Cap Reductn 0 0 0 0 133 264 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.42 1.03 1.16 0.53 0.37 0.27 Intersection Summary Cycle Length: 110 Actuated Cycle Length:110 Offset: 0 (0%), Referenced to phase 2:EBWB and 5:, Start of Green Natural Cycle:110 Control Type: Actuated -Coordinated Maximum v/c Ratio:1.13 2/8/2016 Synchro 9 Report MS Page 1 6: Solana Blvd/Kirkwood Blvd & SH-114 SIB Off -Ramp 2032 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Group' 06 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 5 6 8 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 10.0 22.5 22.5 Total Split (s) 31.0 35.0 44.0 Total Split (%) 28% 32 % 40% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode C-Max Max Max Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 2/8/2016 Synchro 9 Report MS Page 2 6: Solana Blvd/Kirkwood Blvd & SH-114 SIB Off -Ramp 2032 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Signal Delay: 50.7 Intersection LOS: D Intersection Capacity Utilization 114.0% ICU Level of Service H Analysis Period (min)15 - Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 6: Solana Blvd/Kirkwood Blvd & SH-114 SB Off -Ramp 46 #6 7q1 042 =6I j 14 .6 s 44 s s =s F 144 =3 s nm� ��¢6 .s 31s 1 35s s 8: SH-114 NB Off -Ramp & Kirkwood Blvd 2032 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM -'*,-,* r- 4- T/,. ti 1 -' Lane Group - EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations V1 tt tt ?I Vi tt ?I Traffic Volume (vph) 538 235 0 0 928 939 433 1316 86 0 0 0 Future Volume (vph) 538 235 0 0 928 939 433 1316 86 0 0 0 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 560 245 0 0 967 978 451 1371 90 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 560 245 0 0 967 978 451 1371 90 0 0 0 Turn Type pm+pt NA NA Free Perm NA Free Protected Phases 5 56 6 8 Permitted Phases 56 Free 8 Free Detector Phase 5 56 6 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 10.0 22.5 22.5 22.5 Total Split (s) 31.0 35.0 44.0 44.0 Total Split (%) 28.2 % 31.8 % 40.0% 40.0% JIM Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode C-Max Max Max Max Act Effct Green (s) 57.0 61.5 30.5 110.0 39.5 39.5 110.0 Actuated g/C Ratio 0.52 0.56 0.28 1.00 0.36 0.36 1.00 v/c Ratio 1.13 0.12 0.99 0.62 0.71 1.08 0.06 Control Delay 125.9 13.6 65.6 1.8 37.7 84.2 0.1 Queue Delay 0.0 0.0 2.1 0.0 18.6 0.0 0.0 i Total Delay 125.9 13.6 67.7 1.8 56.3 84.2 0.1 LOS F B E A E F A - Approach Delay 91.7 34.6 73.6 Approach LOS F C E Queue Length 50th (ft) -425 43 357 0 271 -570 0 Queue Length 95th (ft) #649 64 #498 0 393 #706 0 Internal Link Dist (ft) 327 240 1055 1095 Turn Bay Length (ft) 340 Base Capacity(vph) 494 1978 981 1583 635 1270 1583 Starvation Cap Reductn 1 0 0 0 0 0 0 Spillback Cap Reductn 0 0 10 0 179 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 1.14 0.12 1.00 0.62 0.99 1.08 0.06 Intersection Sum` Cycle Length: 110 Actuated Cycle Length: 110 Offset: 0 (0%), Referenced to phase 2:EBWB and 5:, Start of Green Natural Cycle: 110 Control Type: Actuated -Coordinated Maximum v/c Ratio:1.13 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 3 MS Page 4 8: SH-114 NB Off -Ramp & Kirkwood Blvd 2032 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Yellow Time (s) All -Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead -Lag Optimize? Recall Mode Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 5.0 5.0 5.0 9.5 22.5 22.5 32.4 33.6 44.0 29% 31% 40% 3.5 3.5 3.5 1.0 1.0 1.0 Lead Lag Yes Yes None C-Max Max 8: SH-114 NB Off -Ramp & Kirkwood Blvd 2032 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Signal Delay: 60.5 Intersection LOS: E Intersection Capacity Utilization 114.0 % ICU Level of Service H Analysis Period (min)15 - Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 8: SH-114 NB Off -Ramp & Kirkwood Blvd #6 #6 6 = 6 's 33.6s R 44s ma 0.5 �8 ��F p6 =a oa 35 s 44 s 2/8/2016 Synchro 9 Report 2/8/2016 MS Page 5 MS Synchro 9 Report Page 6 16: Dove Rd & SH-114 SIB Off -Ramp 2032 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Group EBL EST EBR WBL WBT WBR NBL NBT NBR SBL Lane Configurations tT+ Traffic Volume (vph) 0 250 408 596 1734 0 0 0 0 146 199 181 Future Volume (vph) 0 250 408 596 1734 0 0 0 0 146 199 181 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Adj. Flow (vph) 0 260 425 621 1806 0 0 0 0 152 207 189 Shared Lane Traffic (°!°) 10% Lane Group Flow (vph) 0 685 0 0 2427 0 0 0 0 137 411 0 Turn Type NA pm+pt NA Perm NA Protected Phases 2 1 12 4 Permitted Phases 12 4 Detector Phase 2 1 12 4 4 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 22.5 9.5 22.5 22.5 Total Split (s) 42.8 84.2 23.0 23.0 Total Split (%) 28.5% 56.1 % 15.3 % 15.3% Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 Lead/Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode C-Max None None None Act Effct Green (s) 38.6 118.3 18.2 18.2 Actuated g/C Ratio 0.26 0.79 0.12 0.12 v/c Ratio 0.67 1.04 0.71 0.92 Control Delay 33.7 34.8 83.0 78.0 Queue Delay 0.0 23.2 0.0 0.0 Total Delay 33.7 58.0 83.0 78.0 LOS C E F E Approach Delay 33.7 58.0 79.3 Approach LOS C E E Queue Length 50th (ft) 200 -1088 143 181 Queue Length 95th (ft) 272 m378 #242 #283 Internal Link Dist (ft) 224 394 1722 1376 Turn Bay Length (ft) 240 Base Capacity (vph) 1022 2324 198 456 Starvation Cap Reductn 0 205 0 0 Spillback Cap Reductn 0 0 0 0 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.67 1.15 0.69 0.90 Intersection Summary Cycle Length: 150 Actuated Cycle Length:150 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle:150 Control Type: Actuated -Coordinated Maximum v/c Ratio:1.14 2/8/2016 Synchro 9 Report MS Page 7 16: Dove Rd & SH-114 SB Off -Ramp 2032 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Group o6 08 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 5 6 8 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 9.5 55.5 85.0 Total Split (%) 6% 37% 57% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Min Max Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 2/8/2016 Synchro 9 Report MS Page 8 16: Dove Rd & SH-114 SIB Off -Ramp 2032 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Signal Delay: 56.7 Intersection LOS: E Intersection Capacity Utilization 106.9% ICU Level of Service G Analysis Period (min)15 - Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. iplits and Phases: 16: Dove Rd & SH-114 SB Off -Ramp 916 #16 «16 �- 94 2 701 Z3 s 84.2s =19 -19 -19 F A8 6 35s 1 19.5 19: SH-114 NB Frontage Rd & Dove Rd 2032 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM -'*,-,* r- 4- T/,. ti 1 -' Lane Group L EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +Tt 0 ) 4T+ Traffic Volume (vph) 82 318 0 0 1085 250 1220 1573 190 0 0 0 Future Volume (vph) 82 318 0 0 1085 250 1220 1573 190 0 0 0 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Adj. Flow (vph) 83 321 0 0 1096 253 1232 1589 192 0 0 0 Shared Lane Traffic (%) 20°% Lane Group Flow (vph) 0 404 0 0 1349 0 986 2027 0 0 0 0 Turn Type pm+pt NA NA Perm NA Protected Phases 5 56 6 8 Permitted Phases 56 8 Detector Phase 5 56 6 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 22.5 Total Split (s) 9.5 55.5 85.0 85.0 Total Split (%) 6.3% 37.0 % 56.7% 56.7% JIM Yellow Time (s) 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 Lead/Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes - Recall Mode None C-Min Max Max Act Effct Green (s) 56.0 51.0 80.5 80.5 - Actuated g/C Ratio 0.37 0.34 0.54 0.54 v/c Ratio 0.55 1.14 1.14 1.13 - Control Delay 63.5 117.9 110.4 100.8 Queue Delay 0.0 0.1 0.9 0.2 - Total Delay 63.5 117.9 111.4 101.0 LOS E F F F - Approach Delay 63.5 117.9 104.4 Approach LOS E F F - Queue Length 50th (ft) 203 -804 -1235 -1263 Queue Length 95th (ft) m260 #946 #1521 #1403 Internal Link Dist (ft) 394 990 1769 1583 Turn Bay Length (ft) a Base Capacity (vph) 731 1182 864 1788 Starvation Cap Reductn 0 0 0 0 i Spillback Cap Reductn 0 22 127 131 Storage Cap Reductn 0 0 0 0 Reduced v/c Ratio 0.55 1.16 1.34 1.22 Intersection Summary Cycle Length: 150 Actuated Cycle Length: 150 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle: 150 Control Type: Actuated -Coordinated Maximum v/c Ratio: 1.14 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 9 MS Page 10 19: SH-114 NB Frontage Rd & Dove Rd 2032 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Lane Group of o2 o4 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic Lane Group Flow (vph) Turn Type Protected Phases 1 2 4 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 84.2 42.8 23.0 Total Split (%) 56 % 29% 15% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Max None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 2/8/2016 Synchro 9 Report MS Page 11 19: SH-114 NB Frontage Rd & Dove Rd 2032 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Signal Delay: 104.8 Intersection LOS: F Intersection Capacity Utilization 117.1 % ICU Level of Service H Analysis Period (min)15 - Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 19: SH-114 NB Frontage Rd & Dove Rd #16 #16 4:16 -- 01 spa 701 a3s 19 #19 —19 8S s 19.54 2/8/2016 MS Synchro 9 Report Page 12 22: Dove Rd & Kirkwood Blvd 2032 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM *_ t ti r Lane Grout- EBL EST WBT WBR SBL SBR Lane Configurations ►j Tt Tf+ Vi ?I Traffic Volume (vph) 241 255 366 320 198 816 Future Volume (vph) 241 255 366 320 198 816 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 268 283 407 356 220 907 Shared Lane Traffic (%) Lane Group Flow (vph) 268 283 763 0 220 907 Turn Type pm+pt NA NA Prot Perm Protected Phases 7 4 8 1 Permitted Phases 4 6 Detector Phase 7 4 8 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 Total Split (s) 22.0 51.0 29.0 59.0 59.0 Total Split (%) 20.0 % 46.4% 26.4% 53.6% 53.6% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode None C-Max C-Max None Max Act Effct Green (s) 46.5 46.5 26.1 54.5 54.5 Actuated g/C Ratio 0.42 0.42 0.24 0.50 0.50 v/c Ratio 0.83 0.19 0.83 0.25 0.87 Control Delay 47.9 20.4 39.2 17.0 21.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 47.9 20.4 39.2 17.0 21.0 LOS D C D B C Approach Delay 33.7 39.2 20.2 Approach LOS C D C Queue Length 50th (ft) 132 64 213 86 269 Queue Length 95th (ft) #257 94 #316 137 #614 Internal Link Dist (ft) 990 172 351 Turn Bay Length (ft) 100 Base Capacity (vph) 345 1496 921 876 1042 Starvation Cap Reductn 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.78 0.19 0.83 0.25 0.87 Intersection Summary Cycle Length: 110 Actuated Cycle Length:110 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBT, Start of Green Natural Cycle: 80 Control Type: Actuated -Coordinated Maximum v/c Ratio: 0.87 22: Dove Rd & Kirkwood Blvd 2032 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Signal Delay: 29.2 Intersection LOS: C Intersection Capacity Utilization 78.4 % ICU Level of Service D Analysis Period (min)15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 22: Dove Rd & Kirkwood Blvd y01 --lp4 R' 51s 06 F f 0 o8 `R1 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 13 MS Page 14 19: SH-114 NB Frontage Rd & Dove Rd 2032 Background + Site(With Improvements) TIA for Wilks Tract Office Development in Southlake, Texas Timing Plan: PM Lane Group EBL EST EBR WBL WBT WBR NBL NBT NBR SBL S13T M, Lane Configurations 0 tt ?I Vi tt r Traffic Volume (vph) 82 318 0 0 1085 250 1220 1573 190 0 0 0 Future Volume (vph) 82 318 0 0 1085 250 1220 1573 190 0 0 0 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Adj. Flow (vph) 83 321 0 0 1096 253 1232 1589 192 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 404 0 0 1096 253 1232 1589 192 0 0 0 Turn Type pm+pt NA NA Perm Perm NA Perm Protected Phases 5 56 6 8 Permitted Phases 56 6 8 8 Detector Phase 5 56 6 6 8 8 8 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 22.5 22.5 22.5 Total Split (s) 9.9 46.1 46.1 64.0 64.0 64.0 Total Split(%) 8.3% 38.4% 38.4% 53.3% 53.3% 53.3% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 Lead/Lag Lag Lag Lead Lead Lead Lead -Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None C-Min C-Min Max Max Max Act Effct Green (s) 47.0 41.5 41.5 59.5 59.5 59.5 Actuated g/C Ratio 0.39 0.35 0.35 0.50 0.50 0.50 v/c Ratio 0.51 0.90 0.40 0.72 0.91 0.23 Control Delay 44.1 43.8 16.6 26.9 36.5 7.1 Queue Delay 0.0 16.5 0.0 49.0 0.0 0.0 Total Delay 44.1 60.2 16.6 75.9 36.5 7.1 LOS D E B E D A Approach Delay 44.1 52.0 50.7 Approach LOS D D D Queue Length 50th (ft) 159 355 65 375 574 27 Queue Length 95th (ft) m206 m#491 m108 458 692 69 Internal Link Dist (ft) 394 990 1769 1583 Turn Bay Length (ft) 200 200 Base Capacity (vph) 793 1226 637 1702 1754 846 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 150 0 590 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.51 1.02 0.40 1.11 0.91 0.23 Intersection Summary Cycle Length: 120 Actuated Cycle Length:120 Offset: 0 (0%), Referenced to phase 2:EBWB and 6:, Start of Green Natural Cycle:120 Control Type: Actuated -Coordinated Maximum v/c Ratio:1.05 2/8/2016 Synchro 9 Report MS Page 1 19: SH-114 NB Frontage Rd & Dove Rd 2032 Background + Site(With Improvements) TIA for Wilks Tract Office Development in Southlake, Texas Timing Plan: PM Lane Group o2 e4 Lane Configurations Traffic Volume (vph) Future Volume (vph) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 1 2 4 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 5.0 Minimum Split (s) 9.5 22.5 22.5 Total Split (s) 71.0 26.4 22.6 Total Split (%) 59% 22 % 19% Yellow Time (s) 3.5 3.5 3.5 All -Red Time (s) 1.0 1.0 1.0 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None C-Max None Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 2/8/2016 Synchro 9 Report MS Page 2 19: SH-114 NB Frontage Rd & Dove Rd 2032 Background + Site(With Improvements) TIA for Wilks Tract Office Development in Southlake, Texas Timing Plan: PM Intersection Signal Delay: 50.5 Intersection LOS: D Intersection Capacity Utilization 95.9 % ICU Level of Service F Analysis Period (min)15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 19: SH-114 NB Frontage Rd & Dove Rd 218I2016 Synchro 9 Report MS Page 3 #16 #16 1 e4 �2 #Y6 �61 22.6 s =19 �s9 =19 F �9.9 =19 p5 64s 46.1s s 2: Driveway 4/T W King Rd & Kirkwood Blvd 2032 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Intersection Delay, s/veh 54.6 Intersection LOS F Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Traffic Vol, veh/h 0 88 123 34 0 0 1448 224 0 166 11 0 Future Vol, veh/h 0 88 123 34 0 0 1448 224 0 166 11 0 Peak Hour Factor 0.92 0.89 0.89 0.92 0.92 0.92 0.89 0.89 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 99 138 37 0 0 1627 252 0 180 12 0 Number of Lanes 0 1 2 0 0 0 2 0 0 0 2 0 Approach - Opposing Approach WB EB SIB Opposing Lanes 2 3 2 Conflicting Approach Left SIB NB EB Conflicting Lanes Left 2 2 3 Conflicting Approach Right NB SB WB Conflicting Lanes Right 2 2 2 HCM Control Delay 14.5 68.5 21.1 HCM LOS B F C Lane NBLn1 NBLn2 EBLnl E13Ln2 EBLn3 WBLnl WBLn2 SBLnl SBLn2 Vol Left,% 98% 0% 100% 0% 0% 0% 0% 92% 0% Vol Thru, % 2% 100% 0% 100% 55% 100% 68% 8% 0% Vol Right, % 0% 0% 0% 0% 45% 0% 32% 0% 100% Sign Control Stop Stop Stop Stop Stop Stop Stop Stop Stop Traffic Vol by Lane 170 7 88 82 75 965 707 26 186 LT Vol 166 0 88 0 0 0 0 24 0 Through Vol 4 7 0 82 41 965 483 2 0 RT Vol 0 0 0 0 34 0 224 0 186 Lane Flow Rate 184 8 99 92 83 1085 794 29 209 Geometry Grp 8 8 8 8 8 8 8 8 8 Degree of Util (X) 0.494 0.02 0.258 0.228 0.198 1 1 0.077 0.487 Departure Headway (Hd) 9.637 9.149 9.39 8.89 8.572 7.561 7.334 9.549 8.392 Convergence, YIN Yes Yes Yes Yes Yes Yes Yes Yes Yes Cap 374 391 383 404 418 488 500 375 428 Service Time 7.396 6.909 7.151 6.651 6,333 5.348 5.12 7.307 6.149 HCM Lane VIC Ratio 0.492 0.02 0.258 0.228 0.199 2.223 1.588 0.077 0.488 HCM Control Delay 21.5 12.1 15.4 14.3 13.5 69 67.9 13.1 18.9 HCM Lane LOS C B C B B F F B C HCM 95th-tile Q 2.6 0.1 1 0.9 0.7 13.3 13.5 0.2 2.6 2: Driveway 4/T W King Rd & Kirkwood Blvd 2032 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT Traffic Vol, veh/h 0 24 2 186 Future Vol, veh/h 0 24 2 186 Peak Hour Factor 0.92 0.89 0.92 0.89 Heavy Vehicles, % 2 2 2 2 Mvmt Flow 0 27 2 209 Number of Lanes 0 0 1 1 Approach SIB Opposing Approach NB Opposing Lanes 2 Conflicting Approach Left WB Conflicting Lanes Left 2 Conflicting Approach Right EB Conflicting Lanes Right 3 HCM Control Delay 18.2 HCM LOS C 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 1 MS Page 2 12: Kirkwood Blvd & Driveway 3 2032 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Int Delay, s/veh 2.2 14: Kirkwood Blvd & Driveway 1 2032 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Int Delay, s/veh 16.7 Movement EBL EBR NBL NBT SBT SBR Movement EBL Traffic Vol, veh/h 144 110 11 752 514 34 Traffic Vol, veh/h 188 166 34 455 723 34 Future Vol, veh/h 144 110 11 752 514 34 Future Vol, veh/h 188 166 34 455 723 34 Conflicting Peds, #Ihr 0 0 0 0 0 0 Conflicting Peds, #Ihr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free Sign Control Stop Stop Free Free Free Free RT Channelized - None None None RT Channelized - None - None None Storage Length 0 100 - 150 Storage Length 0 100 150 - - 150 Veh in Median Storage, # 0 - 0 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles,% 2 2 2 2 2 2 Heavy Vehicles,% 2 2 2 2 2 2 Mvmt Flow 157 120 12 817 559 37 Mvmt Flow 204 180 37 495 786 37 Major/Minor Minor2 Majorl Major2 Major/Minor Minot Majorl Major2 Conflicting Flow All 992 279 559 0 0 Conflicting Flow All 1107 393 786 0 0 Stage 1 559 - - - - Stage 1 786 - - - - Stage 2 433 - - Stage 2 321 - - Critical Hdwy 6.84 6.94 4.14 Critical Hdwy 6.84 6.94 4.14 Critical Hdwy Stg 1 5.84 - - Critical Hdwy Stg 1 5.84 - Critical Hdwy Stg 2 5.84 - - Critical Hdwy Stg 2 5.84 - - Follow-up Hdwy 3.52 3.32 2.22 Follow-up Hdwy 3.52 3.32 2.22 Pot Cap-1 Maneuver 243 718 1008 Pot Cap-1 Maneuver - 204 606 829 Stage 1 536 - - Stage 1 410 - - Stage 2 621 - - Stage 2 708 - - Platoon blocked, % Platoon blocked, % Mov Cap-1 Maneuver 238 718 1008 Mov Cap-1 Maneuver -195 606 829 Mov Cap-2 Maneuver 536 - - Mov Cap-2 Maneuver -195 - - Stage 1 536 Stage 1 410 Stage 2 607 Stage 2 676 Approach E9 NB SB Approach EB NB SB HCM Control Delay, s 13 0.2 0 HCM Control Delay, s 74.4 0.7 0 HCM LOS B HCM LOS F Minor Lane/MajorMvmt NBL NBTEBLn1EBLn2 SBT SBR Minor Lane/MajorMvmt NBL NBT EBLn I EBLn2 SBT SBR Capacity (veh/h) 1008 536 718 Capacity (veh/h) 829 195 606 HCM Lane V/C Ratio 0.012 0.292 0.167 HCM Lane V/C Ratio 0.045 1.048 0.298 HCM Control Delay (s) 8.6 0.1 14.5 11 HCM Control Delay (s) 9.5 128.2 13.4 HCM Lane LOS A A B B HCM Lane LOS A F B HCM 95th %tile Q(veh) 0 - 1.2 0.6 HCM 95th %tile Q(veh) 0.1 9.4 1.2 Motes -: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined ': All major volume in platoon 2/8/2016 Synchro 9 Report 2/8/2016 Synchro 9 Report MS Page 1 MS Page 2 30: Kirkwood Blvd & Driveway 2 2032 Background + Site TIA for Wilks Tract Development in Southlake, Texas Timing Plan: PM Intersection Int Delay, s/veh 9.9 Movement -1 EBL EBR NBL NBT SBT SBR Traffic Vol, veh/h 166 166 45 598 591 34 Future Vol, veh/h 166 166 45 598 591 34 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None None Storage Length 0 100 150 - 150 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 180 180 49 650 642 37 Major/Minor Minor2 Majorl Major2 Conflicting Flow All 1065 321 642 0 0 Stage 1 642 - - - - Stage 2 423 - - Critical Hdwy 6.84 6.94 4.14 Critical Hdwy Stg 1 5.84 - - Critical Hdwy Stg 2 5.84 - - Follow-up Hdwy 3.52 3.32 2.22 Pot Cap-1 Maneuver 218 675 939 Stage 1 486 - - Stage 2 629 - - Platoon blocked, Mov Cap-1 Maneuver 207 675 939 Mov Cap-2 Maneuver 207 - - Stage 1 486 Stage 2 596 Approach E9 NB SB HCM Control Delay, s 46.7 0.6 0 HCM LOS E Minor Lane/MajorMvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h) 939 207 675 HCM Lane V/C Ratio 0.052 0.872 0.267 HCM Control Delay (s) 9 81 12.3 HCM Lane LOS A F B HCM 95th %tile Q(veh) 0.2 6.7 1.1 2/8/2016 Synchro 9 Report MS Page 3