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Item 6A - TIA - Southlake Office PlazaSouthlake Office Plaza Southlake, Texas Traffic Engineering Study SAVANT 0 GROUP 2435 N. Central Expressway, Suite 750 Richardson, TX 75080 214.468.8200 TBPE Firm Registration # 10286 _— -%-%NNNN SOFT �\ j...........................:. * JaSHUA D. SMITH J /..................... ...........� 116285 ..:* 33 �\ S10NAL�N�� 7/7/2014 Engineer -in -Charge: Josh Smith P.E., PTOE Under contract with: Pacheco Koch TABLE OF CONTENTS Introduction.................................................................................................................................... 1 Data Collection & Existing Conditions............................................................................................ 2 TrafficCounts & Signal Timings.................................................................................................................2 SiteVisit.................................................................................................................................................... 3 CarillonDevelopment...............................................................................................................................3 Projected Infrastructure Improvements...................................................................................................4 Projected Background Growth and Site Traffic.............................................................................. 5 Projected Background Growth..................................................................................................................5 TripGeneration.........................................................................................................................................5 Trip Distribution and Assignment.............................................................................................................6 TrafficAnalysis.............................................................................................................................. 10 2014 Existing Traffic................................................................................................................................10 2020 Background Traffic.........................................................................................................................12 2020 Build -Out Traffic.............................................................................................................................15 2025 Horizon -Year Traffic.......................................................................................................................17 DrivewayAnalysis......................................................................................................................... 19 DrivewaySpacing....................................................................................................................................19 AuxiliaryLane Analysis............................................................................................................................19 Conclusions................................................................................................................................... 20 Southlake Office Plaza Traffic Impact Assessment Page i LIST OF TABLES Table1 —Trip Generation.............................................................................................................................5 Table 2 — Intersection Level of Service Thresholds.....................................................................................10 Table 3 — Existing Level of Service Analysis.................................................................................................11 Table 4 — 2020 Background Level of Service...............................................................................................14 Table 5 — 2020 Build -Out Level of Service..................................................................................................15 Table 6 — 2025 Horizon -Year Level of Service.............................................................................................17 LIST OF FIGURES Figure1 —Site Map.......................................................................................................................................1 Figure 2 — Carillon Development Site Map...................................................................................................3 Figure 3 — Catchment Area Populations....................................................................................................... 6 Figure4—Trip Distribution...........................................................................................................................7 Figure 5 — Project Site Traffic Volumes.........................................................................................................8 Figure 6 — Carillon Development Traffic Volumes........................................................................................9 Figure 7 — 2014 Existing Traffic Volumes....................................................................................................11 Figure 8 — 2020 Background Traffic Volumes.............................................................................................13 Figure 9 — 2020 Build -Out Traffic Volumes.................................................................................................16 Figure 10 — 2025 Horizon -Year Traffic Volumes.........................................................................................18 Southlake Office Plaza Traffic Impact Assessment Page ii SAVANT 0 G ROU P INTRODUCTION Savant Group Inc. (SGI) was retained to complete a traffic impact analysis for the Southlake Office Plaza (project site) — a proposed medical facility and office development. The proposed site is located on the southwest corner of White Chapel Boulevard and the SH 114 eastbound frontage road, north of Countryside Court. The site location is shown in Figure 1. FIGURE 1—SITE MAP Aerial Image Source: Google Earth The project site is expected to contain a medical/dental office building and an office building: the medical/dental office is expected to be sized at 51,000 square feet; the office building is expected to be sized at 29,000 square feet. Site planning for the office building is still preliminary and multiple options are under consideration, but 29,000 square feet of office space for the later phase represents the most conservative assumption in terms of the site's ultimate trip generation. The site will be accessed by two driveways, with one coming from Countryside Court and the other from the SH 114 eastbound frontage road. The proposed site plan is shown in Appendix A. For purposes of this study, the site is expected to be fully built out by the year 2020. Per TxDOT requirements, analysis for a horizon year of 2025 will also be considered as part of this study. Southlake Office Plaza Traffic Impact Assessment Page 1 snvaNTQ,() GP,ouP In addition to the project site, a large background development, Carillon, as well as various infrastructure improvements along White Chapel Boulevard, were included in this study. The Carillon development was included as fully built -out in the year 2020 analysis, while the roadway improvements were assumed to also be complete for the 2025 horizon -year analysis. This report is divided into five main sections which describe the steps taken to complete this traffic impact assessment: ❖ Data Collection & Existing Conditions: explains the method for obtaining traffic counts, signal timings, and existing roadway characteristics. This section also describes the Carillon development and expected roadway improvements in detail. ❖ Projected Background Growth: explains the process for estimating background traffic for future -year analyses, and includes the trip generation, distribution, and assignment methodology. ❖ Traffic Analysis: includes the traffic analysis done for each scenario for the AM and PM peak hours. ❖ Driveway Analysis: describes the steps taken in determining whether the site meets the requirements of the City of Southlake and TxDOT, and determining which improvements would be needed to meet those requirements. ❖ Conclusions: provides a summary of analysis results and makes final recommendations. DATA COLLECTION & EXISTING CONDITIONS TRAFFIC COUNTS & SIGNAL TIMINGS Based on the location of the site, it was determined to study the following intersections that provide access or are adjacent to the proposed development: ❖ Kirkwood Blvd. at White Chapel Blvd. (unsignalized) ❖ SH 114 Frontage Roads at White Chapel Blvd. (signalized diamond interchange) ❖ Countryside Court at White Chapel Blvd. (unsignalized) ❖ Highland St. at White Chapel Blvd. (unsignalized) CJ Hensch & Associates, Inc. was contracted to collect turning movement counts at the listed intersections. Turning movement counts were collected on Thursday, May 29, 2014 and June 3, 2014 and were aggregated into 15-minute counts for the AM and PM peak periods: the AM peak period was from 7:00-9:00 AM; the PM peak period was from 4:00-6:00 PM. All of the counts collected are shown in Appendix B. Signal timing data for the intersection of the SH 114 Frontage Roads with White Chapel Boulevard was obtained from TxDOT. Southlake Office Plaza Traffic Impact Assessment Page 2 SAVANT GPouP SITE VISIT A site visit was done during part of the PM peak period on Wednesday, June 4, 2014. The existing roadway geometry was observed to verify satellite images of the area, and the traffic signal operation and traffic patterns around the site were observed. During the site visit, a considerable queue was noticed along southbound White Chapel Boulevard, stretching from the four-way stop intersection with Highland Street to the SH 114 interchange; most of these vehicles were coming from the SH 114 westbound frontage road. CARILLON DEVELOPMENT Also incorporated into this study was the Carillon development, which is currently partially built, but is also expected to grow over the next few years; for purposes of this study, the Carillon development is expected to be fully built -out by 2020. The Carillon development is located north of the White Chapel/SH 114 interchange, and spans between White Chapel Boulevard and Carroll Avenue. The full Carillon development site — including unbuilt portions — is shown in Figure 2. FIGURE 2 — CARILLON DEVELOPMENT SITE MAP Aerial Image Source: Google Earth Currently, the Carillon development includes a children's medical center (according to the Carillon Development TIA, this medical center is 69,500 square feet), and around 24 townhomes and 90 single family homes; the development is expected to include additional Southlake Office Plaza Traffic Impact Assessment Page 3 SAVANT 0 G ROU P townhomes and single family homes, as well as shopping, office, and hotel land uses. A more detailed description of the sizes of each projected land use can be found in the trip generation section of this report. The already constructed portions of the development were not included in the analysis for this project, as it is presumed that those trips generated are already part of the existing traffic condition. PROJECTED INFRASTRUCTURE IMPROVEMENTS Improvements are expected to be made along White Chapel Boulevard to improve traffic operations between SH 114 and Highland Street. While these improvements may be completed by the 2020 design year, the City requested a "worst -case" analysis assuming full build -out of all known developments and a deferral of the roadway improvements until a later date. Therefore, the improvements are only included in the 2025 horizon year analysis. The improvements expected are listed below: ❖ A two-lane roundabout is expected to be built at the intersection of Highland Street and White Chapel Boulevard. All approaches would feed into this roundabout, with the exception of a channelized right turn at eastbound Highland Street. ❖ White Chapel Boulevard is expected to be widened to four lanes from SH 114 through Highland Street. ❖ The left turn movement at eastbound Countryside Court is expected to be removed. Instead, left -turning traffic would turn right onto southbound White Chapel Boulevard and make a U-turn between Countryside Court and Highland Street. According to the Mobility & Master Thoroughfare Plan, part of the Southlake 2025 Plan by the City of Southlake, the following roadway improvements are expected within the study area: ❖ White Chapel Boulevard will be expanded to a four -lane divided arterial between Southlake Boulevard and Dove Street ❖ Highland Street will be expanded to a three -lane undivided arterial east of White Chapel Boulevard ❖ Kirkwood Boulevard will be extended as a four -lane divided arterial west of its intersection with White Chapel Boulevard, roughly paralleling SH 114 on the north side. Kirkwood Boulevard will also be extended farther east to connect with East Highland Street, providing an additional outlet for Carillon development traffic that does not yet exist today. Southlake Office Plaza Traffic Impact Assessment Page 4 SAVANT G POUP PROJECTED BACKGROUND GROWTH AND SITE TRAFFIC PROJECTED BACKGROUND GROWTH To account for expected background growth in the analysis years 2020 and 2025, TxDOT AADT counts were obtained from TxDOT's online statewide planning maps for points near the study area. Estimated growth was then applied to each collected turning movement count. Special consideration was made for turning movement counts north of the White Chapel/SH 114 interchange, as currently empty land in that area can be expected to develop between now and 2020. The following growth rates were assumed for this study: ❖ 4%: applied to counts north of the White Chapel/SH 114 interchange yearly until 2020 ❖ 2%: applied to counts south of the White Chapel/SH 114 interchange yearly until 2020, and applied to all counts yearly from 2020 to 2025 TRIP GENERATION Generating traffic for proposed developments is typically based on information in the TriE Generation, 91h Edition, 2012 and the Trip Generation Handbook, 2nd Edition, 2004, developed by the Institute of Transportation Engineers (ITE). The rates and equations in these reports were applied to the development to determine the anticipated trips generated from the development where applicable. Table 1 shows the AM and PM peak period trips projected for the project site and the Carillon development; the trip generation analysis can be found in Appendix C. TABLE 1 —TRIP GENERATION Site Land Use (ITE code in parentheses) Size AM Peak Trips PM Peak Trips In Out In Out Medical/Dental Office (720) 51k sq. ft. 96 26 45 114 Project Site Office (710) (Future Expansion) 29k sq. ft. 62 9 19 92 Total 158 35 64 206 Shopping Center (820) 326k sq. ft. 199 122 635 687 Office (710) 278k sq. ft. 382 52 66 324 Hotel (310) 200 rooms 63 43 61 59 Carillon Townhomes (230) 24 units 3 13 13 6 Development Single Family Homes (210) 90 units 18 55 60 36 Total Residential 21 68 73 42 Total Commercial 644 217 762 1,070 Total 665 285 835 1,112 Southlake Office Plaza Traffic Impact Assessment Page 5 snvaNTQ,() GP,ouP The intensity of various land uses for the Carillon Development was taken from the traffic study the City of Southlake provided for the development, dated May 19, 2008, and an addendum to the study dated March 19, 2010. Trip generation rates were updated using the 91h Edition of Trip Generation. Table 1 assumes that 75% of the residential land use represented in the Carillon development traffic study has already been built and occupied. TRIP DISTRIBUTION AND ASSIGNMENT Trips beginning and ending within both the project site and the Carillon development were assumed to come from four areas: ❖ White Chapel Boulevard, north of Kirkwood Boulevard ❖ White Chapel Boulevard, south of Highland Street ❖ SH 114, west of White Chapel Boulevard ❖ SH 114, east of White Chapel Boulevard The potential catchment area for both sites was assumed to be within eight miles of the project site in any direction, with the exception of the area north of Grapevine Lake. This catchment area was divided into four parts, relative to the estimated catchment area for each access point to the sites. U.S. Census Tracts were then used to estimate the population of each catchment area. A map of the catchment areas with each area's population is shown in Figure 3. FIGURE 3 - CATCHMENT AREA POPULATIONS rr ! fY 40,633 Southlake Office Plaza Traffic Impact Assessment Page 6 snvaNTQ,() GP,ouP The trip distribution used in this study was applied to both the project site and the expected new trips to/from the Carillon development. The share of trips at each access point of the study area is proportional to the population of each respective catchment area. The trip distribution for this study is shown in Figure 4. FIGURE 4—TRIP DISTRIBUTION Aerial Image Source: Google Earth There was generally only one practical route between the site and each external point on the study network. Trips which had the option of using either the SH 114 eastbound frontage road or Countryside Court were distributed mostly toward using the frontage road. At the Carillon development, trip assignment was different for residential and commercial developments. For residential developments, trips were distributed mostly via Southmont Drive, near the Children's Medical Center; commercial developments were assumed to be located along White Chapel Boulevard toward the west end of the development — those trips were distributed mostly via White Chapel Boulevard. The assigned traffic volumes generated by the project site and the Carillon Development can be found in Figure 5 and Figure 6. Southlake Office Plaza Traffic Impact Assessment Page 7 SAVANT 0 G P OU P �NSP04 "I". ING-N Ef I$ l I L I N a EI'= FIGURE 5 — PROJECT SITE TRAFFIC VOLUMES 1 a m A t d "rkwood Blvd r� 0 (0) TI I� 0 (0FS AM Wh PM 2 a m o d I� SH 114 WB FIR 0 (0) � 4— 0 (0) Ll— 64 (26) AM Wh PM 3 a m o SH 114 EB 1 (5) FIR 13 (80) —� 4— 5 (47) AM Wh (PM Kph) 4 a m A t Countryside Crt W 10 (40) AM Wh (PM Kph) 5 a m o t o d Highland St 0 (0) 0 (0) 0 (0) F— 0 (0) 0 (0) 0 (0) AM yph PM h Aerial Image Source: Google Earth Southlake Office Plaza Traffic Impact Assessment Page 8 SAVANT 0 G P OU P k i a r i VN ING-N Ef I$ S I L I N of I" FIGURE 6 — CARILLON DEVELOPMENT TRAFFIC VOLUMES 1 a m A _ t d Kirkwood Blvd r� 3 (9) TI I� 83 (241) AM Wh PM 2 a m � o d I� SH 114 WB FIR 67 (84) 24 (117) 0 (0) so AM Wh PM 3 a iF m m SH114EBFIR 98 (123) 0 (0) AM Wh (PM Kph) 4 a m A t Countryside Crt W 0 (0) AM Wh (PM Kph) 5 a m o t o d Highland St 0 (0) —7/ r� 0 (0) 0 (0) F— 0 (0) 0 (0) 0 (0) AM yph PM h Aerial Image Source: Google Earth Southlake Office Plaza Traffic Impact Assessment Page 9 SAVANT 0 G ROU P TRAFFIC ANALYSIS Traffic was analyzed at each intersection of the study area for the AM and PM peak hours. The following scenarios were analyzed: ❖ 2014 Existing Traffic ❖ 2020 Background Traffic: includes projected background growth and Carillon background development traffic, without the Southlake Office Plaza site ❖ 2020 Build -Out Traffic: includes projected background traffic plus full site traffic for the Southlake Office Plaza site ❖ 2025 Horizon -Year Traffic: includes projected background traffic and full site traffic. This scenario also incorporated expected infrastructure improvements along White Chapel Boulevard Analysis of each existing and future scenario for AM and PM peak hours was done using Synchro'" version 8 to perform a capacity analysis at each intersection. The capacity analysis functions are based on the Transportation Research Board's Highway Capacity Manual (HCM), 2000. The HCM is a nationally recognized standard for performing capacity analyses. The reports generated from each Syncrho model used are shown in Appendix D. Capacity analyses are evaluated based on a level of service that ranges from A (excellent) to F (poor). Levels of service A through D are generally considered acceptable and levels of service E and F are considered unacceptable. The level of service thresholds in the Highway Capacity Manual for signalized intersections and stop -controlled intersections are shown in Table 2. TABLE 2 — INTERSECTION LEVEL OF SERVICE THRESHOLDS LOS Control Delay Per Vehicle (seconds) Signalized Intersection < 10 >10 and <_20 Stop -Controlled Intersection <_ 10 A B >10 and <_15 C >20 and <_35 >15 and <_25 D >35 and <_55 >25 and <_35 E >55 and <_80 >35 and <_50 F >80 >50 2014 EXISTING TRAFFIC The existing traffic scenario used collected traffic counts without any applied growth, and did not consider the project site or any projected development at the Carillon development. The traffic volumes for the scenario are shown in Figure 7. The AM and PM level of service analysis at each intersection is shown in Table 3. Southlake Office Plaza Traffic Impact Assessment Page 10 SAVANT 0 G P OU P �NSP04 "I". INC-N Ef I$ l I L I N a EI'= FIGURE 7 — 2014 EXISTING TRAFFIC VOLUMES 1 a m d \1 Kirkwood Blvd 9 (9) m`I I� 42 (24) AM Wh PM h 2 a m o � m t d u SH 114 WB FIR 71— 161 (286) F— 40 (812) 306 (607) AM Kph (PM Kph) 3 a o > m m ry t SH 114 EB FIR W 20 (6) _ 77 29 (42) —11 107 (146) m`I I� AM Wh (PM Wh 4 a m Countryside Crt W 1 (17) 4 (13) r AM Wh PM Whi 5 a m Highland St 1 94(69) � 23 (10) 126 (45) —j 14 (19) 151 (55) mm``II 38 (84) Y AM Wh PM h Aerial Image Source: Google Earth Southlake Office Plaza Traffic Impact Assessment Page 11 SAVANT 0 G ROU P TABLE 3 — EXISTING LEVEL OF SERVICE ANALYSIS Intersection Control Type Approach LOS AM Peak Hour PM Peak Hour Approach Overall Approach Overall Kirkwood Blvd at White Chapel Blvd Side Street Stop NB A A SB * * WB C B SH 114 WB FIR at White Chapel Blvd Traffic Signal NB B B B E SB B B WB B F SH 114 EB FIR at White Chapel Blvd Traffic Signal NB A A B B SB B B EB A A Countryside Ct at White Chapel Blvd Side Street Stop NB A A SB * * EB B C Highland St at White Chapel Blvd Four -Way StopEB NB F F D F SB F F C B WB B B *Approach does not have any traffic control and is assumed to operate without delay. Most intersections during both peak hours operated at a level of service of B or better. The intersection at Highland Street performed at LOS F for both peak hours due to heavy traffic in the northbound and southbound directions. The westbound approach at the SH 114 westbound frontage road operated at LOS E due to heavy left -turning traffic at the westbound approach. To improve conditions at the study intersections, the following changes are suggested: ❖ The PM signal timing should be optimized at the SH 114 interchange to provide more time to the EB/WB ramps; this would result in an overall LOS C and no worse than LOS D for any movement. ❖ At Highland Street, a temporary two-phase traffic signal would improve LOS to B in the AM peak and LOS A in the PM peak. 2020 BACKGROUND TRAFFIC The 2020 background traffic scenario includes background growth applied to existing traffic counts, and adds traffic from the full build -out of the Carillon development. The traffic volumes for the scenario are shown in Figure 8. The AM and PM level of service analysis at each intersection is shown in Table 4. Southlake Office Plaza Traffic Impact Assessment Page 12 SAVANT 0 G P OU P �NSP04 "I". INC-N Ef I$ l I L I N a EI'= FIGURE 8 — 2020 BACKGROUND TRAFFIC VOLUMES 1 a m A t d Kirkwood Blvd r� 12 (18) TI I� 125 (265) AM Wh PM 2 a GO o d I� SH 114 WB FIR < 228 (370) 4 64 (929) 306 (607) AM Wh PM 3 a m m M SH 114 EB FIR 118 (929) 29 (42) —� 107 (146) AM Wh (PM Kph) 4 a m A t Countryside Crt W 1 (17) _ 77 4 (13) AM Wh (PM Kph) 5 a m A t d Highland St 194 (69) —7/ r� 23 (10) 126 (45) F— 14 (19) 151 (55) 38 (84) r AM yph PM h Aerial Image Source: Google Earth Southlake Office Plaza Traffic Impact Assessment Page 13 SAVANT GPouP TABLE 4 — 2020 BACKGROUND LEVEL OF SERVICE Intersection Control Type Approach LOS AM Peak Hour PM Peak Hour Approach Overall Approach Overall Kirkwood Blvd at White Chapel Blvd Side Street Stop NB A B SB * * WB D E SH 114 WB FIR at White Chapel Blvd Traffic Signal NB B B B F SB B C WB B F SH 114 EB FIR at White Chapel Blvd Traffic Signal NB B C B C SB D D EB B B Countryside Ct at White Chapel Blvd Side Street Stop NB A A SB * * EB C F Highland St at White Chapel Blvd Four -Way Sto p NB F F F F SB F F EB C B WB B B *Approach does not have any traffic control and is assumed to operate without delay. With background growth but no new improvements, level of service deteriorates at several locations when compared to the existing scenario. At Kirkwood Boulevard, the westbound approach operates at LOS D during the AM peak and LOS E during the PM peak. The SH 114 westbound frontage road faces extreme congestion at its westbound approach. At the SH 114 eastbound frontage road, the southbound left turn movement operates at LOS F for both peak hours. Left turns from Countryside Court also operate at LOS F during the PM peak. Lastly, LOS at Highland Street remains at F for both peak hours. To improve these conditions, the following improvements are suggested: ❖ At Kirkwood Boulevard, installing a traffic signal would improve conditions to LOS A in the AM peak and LOS B in the PM peak without any widening. Widening White Chapel to five lanes, based on preliminary analysis, would not improve LOS with the westbound side street stop. This improvement would be borne by the Carillon retail/office developer. ❖ At the SH 114 westbound frontage road, adding an extra lane on the westbound approach and converting the phasing to a four -phase diamond operation would improve LOS to D in the PM peak, with all movements operating no worse than LOS D. The four - phase diamond phasing would also improve the eastbound frontage road LOS to C during the PM peak. Southlake Office Plaza Traffic Impact Assessment Page 14 snvaNT,��, GP,ouP ❖ At Countryside Court, the eastbound left turn movement volume is low and under capacity, so an improvement is not warranted. ❖ At Highland Street, the recommended temporary traffic signal would keep LOS at B for AM and PM peaks. 2020 BUILD -OUT TRAFFIC The 2020 build -out scenario includes background growth applied to existing traffic counts, as well as full build -out of both the project site and the Carillon development. The traffic volumes for the scenario are shown in Figure 9. The AM and PM level of service analysis at each intersection is shown in Table 5. TABLE 5 — 2020 BUILD -OUT LEVEL OF SERVICE Intersection Control Type Approach LOS AM Peak Hour PM Peak Hour Approach Overall Approach Overall Kirkwood Blvd at White Chapel Blvd Side Street Stop NB A B SB * * WB D E SH 114 WB FR at White Chapel Blvd Traffic Signal NB B B B F SB B C WB C F SH 114 EB FR at White Chapel Blvd Traffic Signal NB B C B C SB D D EB B B Countryside Ct at White Chapel Blvd Side Street Stop NB A B SB * * EB D F Highland St at White Chapel Blvd Four -Way StopEB NB F F F F SB F F C B WB B B *Approach does not have any traffic control and is assumed to operate without delay. Compared with the 2020 background traffic scenario, there are few significant changes to LOS in the 2020 build -out scenario. The exception occurs at Countryside Court, where eastbound left -turning traffic is more significant with the addition of the project site, and causes a significant increase in delay for that movement. As such, construction of a temporary median wide enough to accommodate two -stage left turns should be considered. The City will ultimately provide a "hooded" left turn lane to restrict left turns out of Countryside Court as part of the White Chapel Blvd widening. Traffic exiting the Southlake Office Plaza via Southlake Office Plaza Traffic Impact Assessment Page 15 SAVANT 0 G P OU P �NSP04 "I". INC-N Ef I$ l I L I N a EI'= FIGURE 9 — 2020 BUILD -OUT TRAFFIC VOLUMES 1 a m A t d \1 Kirkwood Blvd 12 (18) m`I I� 125 (265) AM Wh PM Whi 2 a o d I� SH 114 WB FIR 71— 228 (370) 4— � 64 (929) 370 (633) AM Wh PM 3 a m m M SH 114 EB FIR 142 (122) 42 (122) —� 112 (193) " AM Wh (PM Kph) 4 a m A t Countryside Crt W 3 (23) _ ;;7 14 (53) AM Wh (PM Kph) 5 a m A t d J \1 Highland St 1 94(69) —7/ r� 23 (10) 126 (45) �— 14 (19) 151 (55) 38 (84) AM yph PM h Aerial Image Source: Google Earth Southlake Office Plaza Traffic Impact Assessment Page 16 SAVANT QC) G P,OUP the left turn would have to make a right turn followed by a U-turn, reducing the delay incurred by making a direct left turn. However, U-turns will not be geometrically feasible for most vehicles until White Chapel Blvd. is widened from 2 to 5 lanes. Constructing a temporary median refuge area so that left turning vehicles may select gaps in southbound traffic, stop in the median, and then select gaps in northbound traffic would improve conditions to LOS E for the eastbound left turn movement during interim conditions. The Highland St at White Chapel Blvd intersection could continue to operate with temporary two-phase signal control under this scenario, with a resulting LOS B during both peak hours. Alternatively, construction of the planned two-lane roundabout would result in LOS A conditions during both peak hours, as per SIDRA software models that were used to analyze the future roundabout. The results of the roundabout analysis can be found in Appendix E. 2025 HORIZON -YEAR TRAFFIC The 2025 horizon -year traffic scenario includes full build -out for all developments, background growth of the traffic counts, and expected infrastructure improvements along White Chapel Boulevard. The traffic volumes for the scenario are shown in Figure 10. The AM and PM level of service analysis at each intersection is shown in Table 6. TABLE 6 — 2025 HORIZON -YEAR LEVEL OF SERVICE Intersection Control Type Approach LOS AM Peak Hour PM Peak Hour Approach Overall Approach Overall Kirkwood Blvd at White Chapel Blvd Side Street Stop NB A C SB * * WB D F SH 114 WB FIR at White Chapel Blvd Traffic Signal NB A C A F SB D F WB C F SH 114 EB FIR at White Chapel Blvd Traffic Signal NB D C E C SB A A EB C D Countryside Ct at White Chapel Blvd Side Street Stop NB A A SB * * EB A B Highland St at White Chapel Blvd Two -Lane Roundabout NB ** E ** E SB ** ** EB ** ** WB ** ** *Approach does not have any traffic control and is assumed to operate without delay. "Roundabout approaches do not have any traffic control, and are not measured for level of service. Intersection LOS is computed with Intersection Capacity Utilization Southlake Office Plaza Traffic Impact Assessment Page 17 SAVANT 0 G P OU P - �t1�iVN fNG�uffey 6 ni.. - - FIGURE 10 — 2025 HORIZON -YEAR TRAFFIC VOLUMES r i+ =_ �w 1} 1[ i E r � . 1 iw _ 5 O z N > o N1 rn IG Countryside Crt 0 (0) _ 77 � 135 (55) 1 (6) --�i F— 5 (3) AM a m A t d Kirkwood Blvd r� 12 (18) TI 125 (265) I� AM wh (PK a M d I� SH 114 WB FIR < 244 (400) < 69 (1014) Ll— 402 (697) a m M � SH114EBFIR 121 (134) 45 (126) —� 123 (209) a m A J d Countryside Crt I� 3 (23) 14 (53) AM a m o A � t d Highland St 214 (76) —7/ r� 25 (11) 139 (50) F— 15 (21) 167 (61) 42 (93) Aerial Image Source: Google Earth Southlake Office Plaza Traffic Impact Assessment Page 18 snvaNTQ,() GP,ouP The major infrastructure improvement for this scenario is the conversion of the Highland Street intersection into a two-lane roundabout. SIDRA software was used to analyze the roundabout, and according to that analysis the roundabout would operate at LOS A for both the AM and PM peak hours. With two lanes, the north and southbound movements operate at around half - capacity during both peak hours, and the conflicting east- and westbound approaches are not estimated to carry high volumes. The results of the roundabout analysis can be found in Appendix E. DRIVEWAY ANALYSIS As part of this analysis, the project site driveways were evaluated to determine whether they meet regulations made by the City of Southlake and TxDOT. Because the majority of future peak hour trips on Countryside Court will be related to the Southlake Office Plaza site in the future, Countryside Court was considered as a driveway for purposes of comparison with the City's standards. Along the SH 114 eastbound frontage road, the project site's driveway spacing with White Chapel Boulevard and a driveway to the west was checked. The need for acceleration/deceleration lanes at White Chapel Boulevard at its intersection with Countryside Court was also checked. DRIVEWAY SPACING TxDOT's driveway spacing criteria, as per Table 2-1 of the Access Management Manual, is 360 (edge of curb to edge of curb) based on the 45 mph speed limit on the frontage road. The same spacing is required between driveways and adjacent cross streets as well as consecutive driveways. Since only about 600 feet of frontage road is available between White Chapel Blvd and the church driveway to the west of the site, the driveway spacing criteria cannot be met. A variance must be requested from TxDOT. Information regarding any attempts to explore a shared access agreement with the church to the west may expedite TxDOT's consideration of the variance. Shifting the driveway to a point halfway between the existing driveway and White Chapel Road would also improve the chances of the variance being accepted. AUXILIARY LANE ANALYSIS Southbound Right Turn from White Chapel Blvd. to Countryside Court: Section 5.4.a of City Ordinance No. 634 states that right turn auxiliary lanes are required where 50 or more veh/hour are anticipated for right turn ingress during a peak hour. Based on the AM volume of 87 veh/hr, a right turn deceleration lane will be required for the southbound right turn from White Chapel Blvd to Countryside Court. As Countryside Court is just south of where the two southbound lanes currently taper down to a single lane, and because ultimate widening to two Southlake Office Plaza Traffic Impact Assessment Page 19 snvaNTQ,() GP,ouP lanes each way south to Highland Street is programmed, the City will likely require widening to two -full lanes south to Countryside Court plus the deceleration lane. Northbound Left Turn from White Chapel Blvd. to Countryside Court: Section 5.4.e of City Ordinance No. 634 states that left turn auxiliary lanes (turn bays) may be required where both 50 or more veh/hr are anticipated for left turn ingress during a peak hour and the product of the projected left turn ingress volume and the opposing volume per lane exceeds 25,000 in any design hour. Based on the projected 2020 AM northbound left turn volume of 79 veh/hr and the projected 2020 southbound through volume of 643 veh/hr, the product would be 50,797 if it is assumed that there will be one southbound lane in 2020 as in existing conditions. If two southbound lanes are assumed by 2020, consistent with current plans for White Chapel Blvd. widening, then the southbound volume per lane becomes 322 veh/hr and the product is reduced to 25,438. Thus, a left turn bay may be required in either case. The plans for the White Chapel Blvd. widening include a hooded left turn deceleration lane approximately 100 feet long, but the City may require it to be constructed early as part of the Southlake Office Plaza development. Capacity analysis in Synchro indicated that the planned 100 ft length of the turn bay should be sufficient to store the maximum 951" percentile queue of 39 ft which would occur during the PM peak hour in the interim condition with only one opposing southbound lane creating fewer gaps for northbound left turning traffic than will be the case in the ultimate condition. Eastbound Right Turn from SH 114 Frontage Road to Site Entrance: The TxDOT Access Management Manual specifies in Table 2-3 that deceleration lanes are required where right turn ingress volumes are expected to be in excess of 60 veh/hr during a peak hour on roadways with posted speeds less than or equal to 45 mph. Based on the 45 mph posted speed of the eastbound SH 114 frontage road and the maximum AM peak hour right turn volume of 23 veh/hr to the site driveway from the eastbound SH 114 frontage road, no deceleration lane will be required. Northbound Right Turn from Site Entrance to Eastbound SH 114 Frontage Road: The TxDOT Access Management Manual specifies in Table 2-3 that acceleration lanes are required where right turn egress volumes are expected to be in excess of 200 veh/hr during a peak hour. Based on the maximum PM peak hour right turn volume of 160 veh/hr from the site driveway to the eastbound SH 114 frontage road, no acceleration lane will be required. CONCLUSIONS The proposed Southlake Office Plaza is expected to generate 193 trips during the AM peak and 270 trips during the PM peak. The Carillon development is expected to add 950 trips during the Southlake Office Plaza Traffic Impact Assessment Page 20 snvaNTQ,() GP,ouP AM peak and 1,947 trips during the PM peak, and is more significant than the Southlake Office Plaza site in creating congestion within the study area. The following improvements within the study area are suggested to be constructed by the Southlake Office Plaza developer: ❖ Construct a southbound right turn lane from White Chapel Boulevard onto Countryside Court. Due to the relatively short distance between Countryside Court and the SH 114 eastbound frontage road (approximately 300') the length of the right turn lane should extend the entire distance of the link. ❖ Construct a 100' northbound left turn lane with 50' taper from White Chapel Boulevard to westbound Countryside Court. The design should match the current plans for this lane in the City's project for widening White Chapel Blvd. ❖ In lieu of constructing the above -mentioned northbound left turn lane as a "hooded" left turn lane in the interim condition prior to White Chapel Blvd. widening to five lanes, provide a temporary refuge area with two-way center left turn lane striping in the median just north of the intersection with Countryside Court. The refuge area should be at least 10 ft wide for a distance of at least 100 ft north of the intersection to allow for staging of two -stage left turns from Countryside Court. It is also noted that a variance will be required from TxDOT to construct the Southlake Office Plaza driveway along the SH 114 eastbound frontage road. The following improvements in the study area are suggested for implementation by the City or other developers: ❖ Install a two-phase traffic signal at the intersection of White Chapel Boulevard and Highland Street. This would greatly improve level of service for north/southbound traffic at this intersection until the planned two-lane roundabout can be constructed. ❖ Add a lane to the westbound approach of the intersection of White Chapel Boulevard and the SH 114 westbound frontage road, and change that intersection's phasing to a four -phase diamond. This would especially improve performance of the westbound left - turn movement at that intersection. ❖ Install a traffic signal at the intersection of Kirkwood Boulevard and White Chapel Boulevard. This would decrease delay for side -street traffic at the intersection, which is expected to grow as the Carillon development builds out. This improvement will be more practical if — according to Southlake's master thoroughfare plan — Kirkwood Boulevard is expanded to a four -lane divided arterial that continues westward from the intersection. Southlake Office Plaza Traffic Impact Assessment Page 21 SAVANT GPouP Appendix A: Site Plan White Chapel Boulevard Traffic Impact Assessment :::,r 7 - o . / \ < \ CL < LLJ k§ § \ § .. p } - / § \\\ C � IL < LLI z o ° $ o SAVANT GPouP Appendix 6: Traffic Count Data White Chapel Boulevard Traffic Impact Assessment 0 0 0 0 0 0 0 0 0 0-� 0 0 0 0 0 0 0 E 7 H �o rn zt m �o r, x O �o �o x �o r, �o O x O > y to m i C O (0 N O1 m N to to m m r,O� cx O oo Ln Ln m m m � Ln Ln � �o � �oo x � v � v O O O O O O O O O O O O O O O O O O c F7 N m Ln -� O-� N O N Ln -� O-Zt m N 0 Y t > C[ _c °o Ln Ln �o oo r, O Ln �o m r, Ln Ln r, O O O � o Y � Y � m O O O O O O O O O O O O O O O O O O O O O Y ~ Y N I, -Zt Ln O N to .-- O -Zt Ol n W Ln N m O + m-Zt 0 0�-Zt m-Zt m-Zt m m-Zt m m-Zt > m c � Y > m L O m Ln Ln m O m N N m O c-I 7 m _ L L = O N v v c c c c c c c c c c c c c c c c c c C C C C C C C C C C C C C C C C C C z 0 O E¢¢¢¢¢¢¢¢¢ a a a a a a a a a ? 0 H H O Ln O Ln O Ln O Ln O O Ln O Ln O Ln O Ln O O c-! m7� O m7� 0 0! m7� O! m7� 0 coo coo v n n ri n o0 00 00 00 of Ln Ln Ln Ln io cyn cyn cyn cn ¢ cyn O O O-� m m N 0-� in N m 0-� c D O O O O O O O O O O O O O O O O O O Y t 10 O O O O O O O O O O O O O O O O O O t -O m O O O O O O O O O O O O O O O O O O 7 O � v W (n J 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 7 H D O O O O O O O O O O O O O O O O O O Y t 10 Ln 00 O �o �o N r, x O �o �o N m m r, r, �o O -O N Ln to -Zt N N m N m m N N N m O] _ O N i Q L � � H O L 00 V1 00 m O N to O W N 00 00 -Zt n-Zt N O O U N N m m m N m m m m N m O N Q Y i � Y O Z Z J m N m I, m 00 n O V1 m O-Zt n 00 n-Zt O ,- I N m -Zt N N N N m N m -Zt <D n Y t 10 N Ln I, m W W O n O O�o O N W Ln O� 0 0 ,- -� N 7 C m n O N .-- m .-- O O m�-Zt to n W V1 O O 7 -zt <o Ln to to to I, 3 m N N N O N N O to c-I Y v (n J O O O O O O O O O O O O O O O O O O C 7 CC ~ LL O] D O m Ln Ln Ln O N O O to N m to N m N-Zt O t O Y Ln Ln �o m r, m N 0 0 x N x-Zt Ln -Zt N m 0 -O 'O m to O N to m m -Zt -Zt Ln -Zt -Zt m -Zt Ln m m � m v o v Q Y Q L U N N j U O O O O O O O O O O O O O O O O O O Q Y\ 0 Q Y L O 7 w z E 'O .�' E Q Q Q Q Q Q Q Q Q LL LL LL LL LL LL LL LL LL 0 N H O V1 O V1 O V1 O V1 O O V1 O V1 O V1 O V1 O O c-! 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In 0 0 m7� O! m7� 0 coo coo v n n ri r` o0 00 00 00 of Ln Ln Ln Ln io cYn cYn cYn cn ¢ cYn O O O O O O O O O O O O O O O O O O c 7 H Ln X X Ln m x m O x m �o O r, x-Zt O O Ln Ln 10 t m N m mm N x O� m x� r r, 0 0 Y � v Y -O N m m N O o0 N m o0 O Ol l0 W n W m m O 0 o � -0 i Y - 6.0 10 W 2 J 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c 7 H Ol N N m Ln O I, m O m m m W m to Ln M O c-I c-I N c-I c-I c-I c-I 10 Y t cN-I N O N O c�-I Ol O O m m m m r,m m O O] — O N i Q t � � H O L N m 00 00 O> N N O N O> O O N N O O MU O N L L O Z Z � O O O O O O O O O O O O O O O O O O c 7 H to -Zt m c-I c-I O m c-I n m m N-Zt 0 0 10 t O O m r, N N O-Zt N N to N-Zt n-Zt O Y 2 v O Y c cn N in in r, N o N o in m r, in o 0o rn o0 0 O C Y — n L 6.0 = J O O O O O O O O O O O O O O O O O O C 7 Y D N n N O> m O N-Zt m 0 r, c-I Ln m N N ti 1, 0 c L Y 0 Y x M Ln �o Ln Ln -Zt m O m m r r, m m 0 0 m � m v o v Q Y Q L ULn N 7 U N m m .--i N .--i cV 0 ti ti 0 ti 0 0 0 0 0 \ Q ) Y 0 Y E Q Q Q Q Q Q Q Q Q d d d d d d d d d O V1 O V1 O V1 O V1 O O V1 O V1 O V1 O V1 O O c-! 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In 0 0 m7� O! m7� 0 coo coo v n n ri n o0 00 00 00 of vi Ln Ln vi io cYn cYn cYn cn ¢ cYn SAVANT GPouP Appendix C: Trip Generation Worksheets White Chapel Boulevard Traffic Impact Assessment Trip Generation ITE Trip Generation, 9th Edition (2012) Project SH 114 at White Chapel Blvd Traffic Impact Analysis Client Cumulus Design Site Southlake Office Plaza Land Use Medical -Dental Office Building Weekdays Trips = 40.89(# units) - 214.97 AM Peak Hour: Weekday (peak hour of adjacent street traffic) Trips = 2.39(# units) PM Peak Hour: Weekday (peak hour of adjacent street traffic) Ln(Trips) = 0.9Ln(# units) + 1.53 Project Number 205-001 Number of Units* 51 ITE Code 720 Trips Total Percent Number In Out 1,870 50% 50% Trips Total Percent Number In Out 122 79% 21 % Trips Total Percent Number In Out 159 28% 72% Trips Peak Hour: Saturday Total Percent (peak hour of generator) Number In Out Trips = 3.63(# units) 185 57% 43% Number In Out 935 935 Number In Out 96 26 Number In Out 45 114 Number In Out 105 80 SAVANT GROUP Trip Generation ITE Trip Generation, 9th Edition (2012) Project SH 114 at White Chapel Blvd Traffic Impact Analysis Client Cumulus Design Site Southlake Office Plaza (Future Expansion) Land Use General Office Building Weekdays Ln(Trips) = 0.76Ln(# units) + 3.68 AM Peak Hour: Weekday Ln(Trips) = 0.80Ln(# units) + 1.57 PM Peak Hour: Weekday Trips = 1.12(# units) + 78.45 Peak Hour: Saturday (peak hour of generator) Ln(Trips) = 0.81Ln(# units) - 0.12 Project Number 205-001 Number of Units* 29 ITE Code 710 Trips Total Percent Number In Out 512 50% 50% Number In Out 256 256 Total Percent Number Number In Out In Out 71 88% 12 % 62 9 Trips Total Percent Number Number In Out In Out 111 17% 83% 19 92 Trips Total Percent Number In Out 14 54% 46% Number In Out 8 6 SAVANT GROUP Trip Generation ITE Trip Generation, 9th Edition (2012) Project SH 114 at White Chapel Blvd Traffic Impact Analysis Project Number 205-001 Client Cumulus Design Site Carillon Background Development Number of Units* 90 Land Use Single -Family Detached Housing ITE Code 210 (25% of 360 units assumed unbuilt/unoccupied) Weekdays Ln(Trips) = 0.92Ln(# units) + 2.72 AM Peak Hour: Weekdays (peak hour of adjacent street) Trips = 0.70(# units) + 9.74 PM Peak Hour: Weekdays (peak hour of adjacent street) Ln(Trips) = 0.90Ln(# units) + 0.51 Peak Hour: Saturday (peak hour of generator) Trips = 0.89(# units) + 8.77 *units are dwelling units Tri ps Total Percent Number Number ------------ In Out ------------------------- - In O ------------------ut-------- 953 50% 50% 477 476 Tri ps Total Percent Number Number ------------ In Out ------------------------- - In O ------------------ut-------- 73 25% 75% 18 55 Tri ps Total Percent Number Number ------------ In Out ------------------------- - In O ------------------ut-------- 96 63% 37% 60 36 Tri ps Total Percent Number Number ------------ In Out ------------------------- - In O ------------------ut-------- 89 54% 46% 48 41 7/2/14 Traffic Analysis.xlsx:210-Units Trip Generation ITE Trip Generation, 9th Edition (2012) Project SH 114 at White Chapel Blvd Traffic Impact Analysis Project Number 205-001 Client Cumulus Design Site Carillon Background Development Number of Units* 24 Land Use Residential Condominium/Townhouse ITE Code 230 (25% of 90 units assumed unbuilt/unoccupied) Weekdays Ln(Trips) = 0.87Ln(# units) + 2.46 AM Peak Hour: Weekdays (peak hour of adjacent street) Ln(Trips) = 0.80Ln(# units) + 0.26 PM Peak Hour: Weekdays (peak hour of adjacent street) Ln(Trips) = 0.82Ln(# units) + 0.32 Peak Hour: Saturday (peak hour of generator) Trips = 0.29(# units) + 42.63 *units are dwelling units Tri ps Total Percent Number Number ------------ In Out ------------------------- - In O ------------------ut-------- 186 50% 50% 93 93 Tri ps Total Percent Number Number ------------ In Out ------------------------- - In O ------------------ut-------- 16 17% 83% 3 13 Tri ps Total Percent Number Number ------------ In Out ------------------------- - In O ------------------ut-------- 19 67% 33% 13 6 Tri ps Total Percent Number Number ------------ In Out ------------------------- - In O ------------------ut-------- 50 54% 46% 27 23 7/2/14 Traffic Analysis.xlsx:230-Units Trip Generation ITE Trip Generation, 9th Edition (2012) Project SH 114 at White Chapel Blvd Traffic Impact Analysis Project Number 205-001 Client Cumulus Design Site Carillon Background Development Number of Units* 200 Land Use Hotel ITE Code 310 Weekdays Trips = 8.95 (# units) - 373.16 AM Peak Hour: Weekdays (peak hour of adjacent street) Trips = .53(# units) PM Peak Hour: Weekdays (peak hour of adjacent street) Trips = 0.6(# units) (Average Rate) Peak Hour: Saturday (peak hour of generator) Trips = 0.69(# units) + 4.32 *units are number of rooms Updated MK 1/30/13 Total Number 1,417 Total Number Trips Percent Number In Out In Out 50% 50% 709 709 _ Trips Percent Number In Out In Out 59% 41% 63 43 Tri ps Total Number Percent In Out Number In Out 120 51% 49% 61 59 Tri ps Total Number Percent In Out Number In Out 142 56% 44% 80 62 SAVANT' GROUP Trip Generation ITE Trip Generation, 9th Edition (2012) Project SH 114 at White Chapel Blvd Traffic Impact Analysis Project Number 205-001 Client Cumulus Design Site Carillon Background Development Number of Units* 278 Land Use General Office Building ITE Code 710 Trips Weekdays Total Percent Number Number In Out In Out Ln(Trips) = 0.76Ln(# units) + 3.68 2,855 50% 50% 1428 1427 AM Peak Hour: Weekday Total Percent Number Number In Out In Out Ln(Trips) = 0.80Ln(# units) + 1.57 434 88% 12% 382 52 PM Peak Hour: Weekday Trips = 1.12(# units) + 78.45 Peak Hour: Saturday (peak hour of generator) Ln(Trips) = 0.81Ln(# units) - 0.12 Trips Total Percent Number Number In Out In Out 390 17 % 83 % 66 324 Trips Total Percent Number In Out 85 54% 46% Number In Out 46 39 SAVANT GROUP Project Client Site Land Use Weekdays Trip Generation ITE Trip Generation, 9th Edition (2012) SH 114 at White Chapel Blvd Traffic Impact Analysis Project Number 205-001 Cumulus Design Carillon Background Development Shopping Center Ln(Trips) = 0.65Ln(# units) + 5.83 AM Peak Hour: Weekdays Ln(Trips) = 0.61Ln(# units) + 2.24 PM Peak Hour: Weekdays Ln(Trips) = 0.67Ln(# units) + 3.31 Number of Units* 326 ITE Code 820 Trips Total Percent Number Number In Out In Out 14,640 50% 50% 7320 7320 J Trips Total Percent Number Number In Out In Out 321 62% 38% 199 122 4 Trips Total Percent Number Number In Out In Out 1,322 48% 52% 635 687 Peak Hour: Saturday Total (peak hour of generator) Number Ln(Trips) = 0.65Ln(# units) + 3.78 1,885 *Trips are per thousand square feet gross leasable area IIIlib Percent Number In Out In Out 52% 48% 1 980 905 SAVANT GROUP SAVANT GPouP Appendix D: Synchro Reports White Chapel Boulevard Traffic Impact Assessment Lanes, Volumes, Timings Southlake Office Plaza Existing AM.syn 1: White Chapel Blvd & E Kirkwood Blvd 7/7/2014 t II i Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations r Volume (vph) 42 9 267 54 12 291 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 1 1 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.977 Flt Protected 0.950 0.998 Satd. Flow (prot) 1770 1583 1820 0 0 1859 Flt Permitted 0.950 0.998 Satd. Flow (perm) 1770 1583 1820 0 0 1859 Link Speed (mph) 30 40 40 Link Distance (ft) 1241 979 903 Travel Time (s) 28.2 16.7 15.4 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.76 0.76 0.76 0.76 0.76 0.76 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 55 12 351 71 16 383 Shared Lane Traffic (%) Lane Group Flow (vph) 55 12 422 0 0 399 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 35.0% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 1 Lanes, Volumes, Timings Southlake Office Plaza Existing AM.syn 2: White Chapel Blvd & SH 114 WBFR II 7/7/2014 --1. t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4M tt tt Volume (vph) 0 0 0 242 32 127 108 184 0 0 341 15 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 145 240 Storage Lanes 0 0 1 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 0.91 0.91 0.95 1.00 0.95 1.00 1.00 0.91 0.91 Ped Bike Factor Frt 0.928 0.994 Flt Protected 0.950 0.981 0.950 Satd. Flow (prot) 0 0 0 1610 3086 0 1770 3539 0 0 5055 0 Flt Permitted 0.950 0.981 0.482 Satd. Flow (perm) 0 0 0 1610 3086 0 898 3539 0 0 5055 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 161 10 Link Speed (mph) 45 45 40 40 Link Distance (ft) 1058 1357 519 443 Travel Time (s) 16.0 20.6 8.8 7.6 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 1.00 1.00 1.00 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Adj. Flow (vph) 0 0 0 306 41 161 137 233 0 0 432 19 Shared Lane Traffic (%) 43% Lane Group Flow (vph) 0 0 0 174 334 0 137 233 0 0 451 0 Turn Type Perm NA pm+pt NA NA Protected Phases 8 5 2 6 Permitted Phases 8 2 Detector Phase 8 8 5 2 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 10.0 10.0 Minimum Split (s) 30.0 30.0 12.0 24.0 24.0 Total Split (s) 25.0 25.0 15.0 35.0 35.0 Total Split (%) 33.3% 33.3% 20.0% 46.7% 46.7% Yellow Time (s) 4.5 4.5 4.5 4.5 4.5 All -Red Time (s) 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode None None None None Min Act Effct Green (s) 9.9 9.9 17.6 11.3 15.3 Actuated g/C Ratio 0.20 0.20 0.35 0.23 0.31 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 2 Lanes, Volumes, Timings Southlake Office Plaza Existing AM.syn 2: White Chapel Blvd & SH 114 WBFR 7/7/2014 Lane Group 01 o4 Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Grade (%) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (Whr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (Whr) Parking (#/hr) Mid -Block Traffic (%) 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 7:30 am 5/29/2014 Baseline 5.0 5.0 12.0 30.0 15.0 25.0 20% 33% 4.5 4.5 2.5 2.5 Lag Yes Min None Synchro 8 Report Page 3 Lanes, Volumes, Timings Southlake Office Plaza Existing AM.syn 2: White Chapel Blvd & SH 114 WBFR 7/7/2014 --1. .4--- t II i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.55 0.45 0.32 0.29 0.29 Control Delay 25.4 11.4 8.2 16.5 15.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 25.4 11.4 8.2 16.5 15.4 LOS C B A B B Approach Delay 16.2 13.4 15.4 Approach LOS B B B Queue Length 50th (ft) 48 22 13 28 37 Queue Length 95th (ft) 97 47 23 34 60 Internal Link Dist (ft) 978 1277 439 363 Turn Bay Length (ft) Base Capacity (vph) 590 1234 493 2020 2890 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 0.29 0.27 0.28 0.12 0.16 Intersection Summary Area Type: Other Cycle Length: 75 Actuated Cycle Length: 49.9 Natural Cycle: 70 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 0.55 Intersection Signal Delay: 15.2 Intersection LOS: B Intersection Capacity Utilization 46.2% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: White Chapel Blvd & SH 114 WBFR �2 3 } I t02 ;;3 14po =3 �44 ass 15s 25s �2 3 6 r2 05 =2 03 ass M15s I Ill 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 4 Lanes, Volumes, Timings Southlake Office Plaza Existing AM.syn 2: White Chapel Blvd & SH 114 WBFR 7/7/2014 Lane Group 01 o4 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 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 5 Lanes, Volumes, Timings Southlake Office Plaza Existing AM.syn 3: White Chapel Blvd & SH 114 EBFR II 7/7/2014 --1. t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4M tO Vii tt Volume (vph) 18 26 95 0 0 0 0 269 365 200 385 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 130 130 0 0 Storage Lanes 1 0 0 0 1 1 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 0.91 0.91 0.95 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.95 1.00 Ped Bike Factor Frt 0.884 0.914 Flt Protected 0.950 0.999 0.950 Satd. Flow (prot) 1610 2994 0 0 0 0 0 4648 0 1770 3539 0 Flt Permitted 0.950 0.999 0.366 Satd. Flow (perm) 1610 2994 0 0 0 0 0 4648 0 682 3539 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 108 415 Link Speed (mph) 45 45 40 40 Link Distance (ft) 346 1069 247 519 Travel Time (s) 5.2 16.2 4.2 8.8 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Adj. Flow (vph) 20 30 108 0 0 0 0 306 415 227 438 0 Shared Lane Traffic (%) 10% Lane Group Flow (vph) 18 140 0 0 0 0 0 721 0 227 438 0 Turn Type Perm NA NA pm+pt NA Protected Phases 4 2 1 6 Permitted Phases 4 6 Detector Phase 4 4 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 10.0 5.0 10.0 Minimum Split (s) 30.0 30.0 24.0 12.0 24.0 Total Split (s) 25.0 25.0 35.0 15.0 35.0 Total Split (%) 33.3% 33.3% 46.7% 20.0% 46.7% Yellow Time (s) 4.5 4.5 4.5 4.5 4.5 All -Red Time (s) 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode None None None Min Min Act Effct Green (s) 9.7 9.7 11.3 21.3 15.3 Actuated g/C Ratio 0.19 0.19 0.23 0.43 0.31 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 6 Lanes, Volumes, Timings Southlake Office Plaza Existing AM.syn 3: White Chapel Blvd & SH 114 EBFR 7/7/2014 Lane Group o5 o8 Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Grade (%) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (Whr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (Whr) Parking (#/hr) Mid -Block Traffic (%) 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 7:30 am 5/29/2014 Baseline 5.0 5.0 12.0 30.0 15.0 25.0 20% 33% 4.5 4.5 2.5 2.5 Lag Yes None None Synchro 8 Report Page 7 Lanes, Volumes, Timings Southlake Office Plaza Existing AM.syn 3: White Chapel Blvd & SH 114 EBFR 7/7/2014 --1. .4--- t II i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.06 0.21 0.52 0.50 0.40 Control Delay 17.2 7.4 8.9 12.3 11.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 17.2 7.4 8.9 12.3 11.0 LOS B A A B B Approach Delay 8.5 8.9 11.5 Approach LOS A A B Queue Length 50th (ft) 4 3 26 26 47 Queue Length 95th (ft) 19 23 58 58 65 Internal Link Dist (ft) 266 989 167 439 Turn Bay Length (ft) Base Capacity (vph) 590 1167 2831 491 2020 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 0.03 0.12 0.25 0.46 0.22 Intersection Summary Area Type: Other Cycle Length: 75 Actuated Cycle Length: 49.9 Natural Cycle: 70 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 0.55 Intersection Signal Delay: 9.9 Intersection LOS: A Intersection Capacity Utilization 46.2% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 3: White Chapel Blvd & SH 114 EBFR �2 3 } I t02 ;;33 o1 =3 --*44 ass 15s 25s �2 3 06 r2 05 r2 03 ass M15s I Ill 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 8 Lanes, Volumes, Timings Southlake Office Plaza Existing AM.syn 3: White Chapel Blvd & SH 114 EBFR 7/7/2014 Lane Group o5 o8 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 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 9 Lanes, Volumes, Timings Southlake Office Plaza Existing AM.syn 4: White Chapel Blvd & Countryside Crt 7/7/2014 t t II Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations r Volume (vph) 1 4 12 638 459 19 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 150 0 0 Storage Lanes 1 1 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.995 Flt Protected 0.950 0.999 Satd. Flow (prot) 1770 1583 0 1861 1853 0 Flt Permitted 0.950 0.999 Satd. Flow (perm) 1770 1583 0 1861 1853 0 Link Speed (mph) 30 40 40 Link Distance (ft) 308 1182 108 Travel Time (s) 7.0 20.1 1.8 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 1 4 13 665 478 20 Shared Lane Traffic (%) Lane Group Flow (vph) 1 4 0 677 498 0 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 53.2% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 10 Lanes, Volumes, Timings Southlake Office Plaza Existing AM.syn 5: White Chapel Blvd & Highland St 7/7/2014 --1. .4--- t II i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� Volume (vph) 172 112 134 34 12 20 27 456 60 10 341 104 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 140 0 83 0 100 0 100 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.918 0.907 0.983 0.965 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1710 0 1770 1690 0 1770 1831 0 1770 1798 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1710 0 1770 1690 0 1770 1831 0 1770 1798 0 Link Speed (mph) 30 30 40 40 Link Distance (ft) 399 1022 306 1182 Travel Time (s) 9.1 23.2 5.2 20.1 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Adj. Flow (vph) 195 127 152 39 14 23 31 518 68 11 388 118 Shared Lane Traffic (%) Lane Group Flow (vph) 195 279 0 39 37 0 31 586 0 11 506 0 Sign Control Stop Stop Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 55.1% ICU Level of Service B Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 11 Lanes, Volumes, Timings Southlake Office Plaza Existing AM.syn 6: S H 114 E B F R 7/7/2014 -4. '4- Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations t+'+ r Volume (vph) 139 0 0 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 0 1 Taper Length (ft) 25 25 Lane Util. Factor 0.91 0.91 1.00 1.00 1.00 1.00 Ped Bike Factor Frt Flt Protected Satd. Flow (prot) 5085 0 0 0 0 1863 Flt Permitted Satd. Flow (perm) 5085 0 0 0 0 1863 Link Speed (mph) 45 45 30 Link Distance (ft) 547 346 196 Travel Time (s) 8.3 5.2 4.5 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 151 0 0 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 151 0 0 0 0 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 6.7% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 12 Lanes, Volumes, Timings Southlake Office Plaza Existing AM.syn 7: Countryside Crt 7/7/2014 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations +' Volume (vph) 0 1 5 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt Flt Protected Satd. Flow (prot) 0 1863 1863 0 1863 0 Flt Permitted Satd. Flow (perm) 0 1863 1863 0 1863 0 Link Speed (mph) 30 30 30 Link Distance (ft) 354 308 130 Travel Time (s) 8.0 7.0 3.0 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 0 1 5 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 1 5 0 0 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 6.7% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 13 Lanes, Volumes, Timings Southlake Office Plaza Existing PM.syn 1: White Chapel Blvd & E Kirkwood Blvd 7/7/2014 t II i Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations r Volume (vph) 24 9 289 31 5 164 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 1 1 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.987 Flt Protected 0.950 0.999 Satd. Flow (prot) 1770 1583 1839 0 0 1861 Flt Permitted 0.950 0.999 Satd. Flow (perm) 1770 1583 1839 0 0 1861 Link Speed (mph) 30 40 40 Link Distance (ft) 1241 979 903 Travel Time (s) 28.2 16.7 15.4 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.81 0.81 0.81 0.81 0.81 0.81 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 30 11 357 38 6 202 Shared Lane Traffic (%) Lane Group Flow (vph) 30 11 395 0 0 208 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 27.1 % ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 1 Lanes, Volumes, Timings Southlake Office Plaza Existing PM.syn 2: White Chapel Blvd & SH 114 WBFR II 7/7/2014 --1. t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4M tt tt Volume (vph) 0 0 0 480 642 226 147 119 0 0 164 11 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 145 240 Storage Lanes 0 0 1 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 0.91 0.91 0.95 1.00 0.95 1.00 1.00 0.91 0.91 Ped Bike Factor Frt 0.963 0.991 Flt Protected 0.950 0.997 0.950 Satd. Flow (prot) 0 0 0 1610 3255 0 1770 3539 0 0 5040 0 Flt Permitted 0.950 0.997 0.607 Satd. Flow (perm) 0 0 0 1610 3255 0 1131 3539 0 0 5040 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 51 14 Link Speed (mph) 45 45 40 40 Link Distance (ft) 1058 1357 519 443 Travel Time (s) 16.0 20.6 8.8 7.6 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 1.00 1.00 1.00 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Adj. Flow (vph) 0 0 0 608 813 286 186 151 0 0 208 14 Shared Lane Traffic (%) 10% Lane Group Flow (vph) 0 0 0 547 1160 0 186 151 0 0 222 0 Turn Type Perm NA pm+pt NA NA Protected Phases 8 5 2 6 Permitted Phases 8 2 Detector Phase 8 8 5 2 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 10.0 10.0 Minimum Split (s) 30.0 30.0 12.0 24.0 24.0 Total Split (s) 25.0 25.0 15.0 35.0 35.0 Total Split (%) 33.3% 33.3% 20.0% 46.7% 46.7% Yellow Time (s) 4.5 4.5 4.5 4.5 4.5 All -Red Time (s) 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode None None None None Min Act Effct Green (s) 18.1 18.1 16.5 10.6 13.9 Actuated g/C Ratio 0.31 0.31 0.28 0.18 0.24 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 2 Lanes, Volumes, Timings Southlake Office Plaza Existing PM.syn 2: White Chapel Blvd & SH 114 WBFR 7/7/2014 Lane Group 01 o4 Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Grade (%) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (Whr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (Whr) Parking (#/hr) Mid -Block Traffic (%) 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 7:30 am 5/29/2014 Baseline 5.0 5.0 12.0 30.0 15.0 25.0 20% 33% 4.5 4.5 2.5 2.5 Lag Yes Min None Synchro 8 Report Page 3 Lanes, Volumes, Timings Southlake Office Plaza Existing PM.syn 2: White Chapel Blvd & SH 114 WBFR 7/7/2014 --1. .4--- t II i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 1.11 1.12 0.49 0.24 0.19 Control Delay 99.4 91.6 14.5 25.5 17.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 99.4 91.6 14.5 25.5 17.0 LOS F F B C B Approach Delay 94.1 19.4 17.0 Approach LOS F B B Queue Length 50th (ft) -250 -262 29 23 21 Queue Length 95th (ft) #409 #362 50 33 33 Internal Link Dist (ft) 978 1277 439 363 Turn Bay Length (ft) Base Capacity (vph) 493 1032 443 1687 2409 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 1.11 1.12 0.42 0.09 0.09 Intersection Summary Area Type: Other Cycle Length: 75 Actuated Cycle Length: 59 Natural Cycle: 70 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 1.12 Intersection Signal Delay: 75.4 Intersection LOS: E Intersection Capacity Utilization 59.9% ICU Level of Service B 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: 2: White Chapel Blvd & SH 114 WBFR �2 �3 } I t02 �3 o1 � 3 �44 ass 15s 25s �2 3 06 2 05 r2 08 ass M15s I Ills 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 4 Lanes, Volumes, Timings Southlake Office Plaza Existing PM.syn 2: White Chapel Blvd & SH 114 WBFR 7/7/2014 Lane Group 01 o4 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 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 5 Lanes, Volumes, Timings Southlake Office Plaza Existing PM.syn 3: White Chapel Blvd & SH 114 EBFR II 7/7/2014 --1. t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4M tO Vii tt Volume (vph) 5 37 130 0 0 0 0 243 211 142 486 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 130 130 0 0 Storage Lanes 1 0 0 0 1 1 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 0.91 0.91 0.95 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.95 1.00 Ped Bike Factor Frt 0.884 0.930 Flt Protected 0.950 0.950 Satd. Flow (prot) 1610 2997 0 0 0 0 0 4729 0 1770 3539 0 Flt Permitted 0.950 0.451 Satd. Flow (perm) 1610 2997 0 0 0 0 0 4729 0 840 3539 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 148 240 Link Speed (mph) 45 45 40 40 Link Distance (ft) 346 1069 247 519 Travel Time (s) 5.2 16.2 4.2 8.8 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Adj. Flow (vph) 6 42 148 0 0 0 0 276 240 161 552 0 Shared Lane Traffic (%) 10% Lane Group Flow (vph) 5 191 0 0 0 0 0 516 0 161 552 0 Turn Type Perm NA NA pm+pt NA Protected Phases 4 2 1 6 Permitted Phases 4 6 Detector Phase 4 4 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 10.0 5.0 10.0 Minimum Split (s) 30.0 30.0 24.0 12.0 24.0 Total Split (s) 25.0 25.0 35.0 15.0 35.0 Total Split (%) 33.3% 33.3% 46.7% 20.0% 46.7% Yellow Time (s) 4.5 4.5 4.5 4.5 4.5 All -Red Time (s) 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode None None None Min Min Act Effct Green (s) 18.1 18.1 10.6 23.2 13.9 Actuated g/C Ratio 0.31 0.31 0.18 0.39 0.24 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 6 Lanes, Volumes, Timings Southlake Office Plaza Existing PM.syn 3: White Chapel Blvd & SH 114 EBFR 7/7/2014 Lane Group o5 o8 Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Grade (%) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (Whr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (Whr) Parking (#/hr) Mid -Block Traffic (%) 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 7:30 am 5/29/2014 Baseline 5.0 5.0 12.0 30.0 15.0 25.0 20% 33% 4.5 4.5 2.5 2.5 Lag Yes None None Synchro 8 Report Page 7 Lanes, Volumes, Timings Southlake Office Plaza Existing PM.syn 3: White Chapel Blvd & SH 114 EBFR 7/7/2014 --1. .4--- t II i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.01 0.19 0.49 0.34 0.66 Control Delay 16.5 6.1 13.6 11.8 13.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 16.5 6.1 13.6 11.8 13.0 LOS B A B B B Approach Delay 6.4 13.6 12.7 Approach LOS A B B Queue Length 50th (ft) 1 6 31 36 90 Queue Length 95th (ft) 8 28 60 m48 m104 Internal Link Dist (ft) 266 989 167 439 Turn Bay Length (ft) Base Capacity (vph) 493 1020 2379 503 1687 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 0.01 0.19 0.22 0.32 0.33 Intersection Summary Area Type: Other Cycle Length: 75 Actuated Cycle Length: 59 Natural Cycle: 70 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 1.12 Intersection Signal Delay: 12.1 Intersection LOS: B Intersection Capacity Utilization 59.9% ICU Level of Service B Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 3: White Chapel Blvd & SH 114 EBFR �2 3 } I t02 r3 14po =3 �44 ass 15s 25s �2 3 6 r2 05 =2 03 ass M15s I Ill 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 8 Lanes, Volumes, Timings Southlake Office Plaza Existing PM.syn 3: White Chapel Blvd & SH 114 EBFR 7/7/2014 Lane Group o5 o8 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 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 9 Lanes, Volumes, Timings Southlake Office Plaza Existing PM.syn 4: White Chapel Blvd & Countryside Crt 7/7/2014 t t II Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations r Volume (vph) 17 13 4 440 603 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 150 0 0 Storage Lanes 1 1 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.998 Flt Protected 0.950 Satd. Flow (prot) 1770 1583 0 1863 1859 0 Flt Permitted 0.950 Satd. Flow (perm) 1770 1583 0 1863 1859 0 Link Speed (mph) 30 40 40 Link Distance (ft) 308 1182 108 Travel Time (s) 7.0 20.1 1.8 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 18 14 4 458 628 8 Shared Lane Traffic (%) Lane Group Flow (vph) 18 14 0 462 636 0 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 42.2% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 10 Lanes, Volumes, Timings Southlake Office Plaza Existing PM.syn 5: White Chapel Blvd & Highland St 7/7/2014 --1. .4--- t II i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� Volume (vph) 61 40 49 75 17 9 55 359 29 0 539 72 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 140 0 83 0 100 0 100 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.917 0.948 0.989 0.982 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 1770 1708 0 1770 1766 0 1770 1842 0 1863 1829 0 Flt Permitted 0.950 0.950 0.950 Satd. Flow (perm) 1770 1708 0 1770 1766 0 1770 1842 0 1863 1829 0 Link Speed (mph) 30 30 40 40 Link Distance (ft) 399 1022 306 1182 Travel Time (s) 9.1 23.2 5.2 20.1 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Adj. Flow (vph) 69 45 56 85 19 10 63 408 33 0 613 82 Shared Lane Traffic (%) Lane Group Flow (vph) 69 101 0 85 29 0 62 441 0 0 694 0 Sign Control Stop Stop Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 56.9% ICU Level of Service B Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 11 Lanes, Volumes, Timings Southlake Office Plaza Existing PM.syn 6: S H 114 E B F R 7/7/2014 -4. '4- Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations t+'+ r Volume (vph) 172 0 0 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 0 1 Taper Length (ft) 25 25 Lane Util. Factor 0.91 0.91 1.00 1.00 1.00 1.00 Ped Bike Factor Frt Flt Protected Satd. Flow (prot) 5085 0 0 0 0 1863 Flt Permitted Satd. Flow (perm) 5085 0 0 0 0 1863 Link Speed (mph) 45 45 30 Link Distance (ft) 547 346 190 Travel Time (s) 8.3 5.2 4.3 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 187 0 0 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 187 0 0 0 0 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 6.7% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 12 Lanes, Volumes, Timings Southlake Office Plaza Existing PM.syn 7: Countryside Crt 7/7/2014 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations +' Volume (vph) 0 6 3 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt Flt Protected Satd. Flow (prot) 0 1863 1863 0 1863 0 Flt Permitted Satd. Flow (perm) 0 1863 1863 0 1863 0 Link Speed (mph) 30 30 30 Link Distance (ft) 353 308 121 Travel Time (s) 8.0 7.0 2.8 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 0 7 3 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 7 3 0 0 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 6.7% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 13 Lanes, Volumes, Timings Southlake Office Plaza Existing AM w Impr.syn 1: White Chapel Blvd & E Kirkwood Blvd 7/7/2014 t II i Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations r Volume (vph) 42 9 267 54 12 291 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 1 1 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.977 Flt Protected 0.950 0.998 Satd. Flow (prot) 1770 1583 1820 0 0 1859 Flt Permitted 0.950 0.998 Satd. Flow (perm) 1770 1583 1820 0 0 1859 Link Speed (mph) 30 40 40 Link Distance (ft) 1241 979 903 Travel Time (s) 28.2 16.7 15.4 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.76 0.76 0.76 0.76 0.76 0.76 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 55 12 351 71 16 383 Shared Lane Traffic (%) Lane Group Flow (vph) 55 12 422 0 0 399 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 35.0% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 1 Lanes, Volumes, Timings Southlake Office Plaza Existing AM w Impr.syn 2: White Chapel Blvd & SH 114 WBFR II 7/7/2014 --1. t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4M tt tt Volume (vph) 0 0 0 242 32 127 108 184 0 0 341 15 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 145 240 Storage Lanes 0 0 1 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 0.91 0.91 0.95 1.00 0.95 1.00 1.00 0.91 0.91 Ped Bike Factor Frt 0.928 0.994 Flt Protected 0.950 0.981 0.950 Satd. Flow (prot) 0 0 0 1610 3086 0 1770 3539 0 0 5055 0 Flt Permitted 0.950 0.981 0.482 Satd. Flow (perm) 0 0 0 1610 3086 0 898 3539 0 0 5055 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 161 10 Link Speed (mph) 45 45 40 40 Link Distance (ft) 1058 1357 519 443 Travel Time (s) 16.0 20.6 8.8 7.6 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 1.00 1.00 1.00 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Adj. Flow (vph) 0 0 0 306 41 161 137 233 0 0 432 19 Shared Lane Traffic (%) 43% Lane Group Flow (vph) 0 0 0 174 334 0 137 233 0 0 451 0 Turn Type Perm NA pm+pt NA NA Protected Phases 8 5 2 6 Permitted Phases 8 2 Detector Phase 8 8 5 2 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 10.0 10.0 Minimum Split (s) 30.0 30.0 12.0 24.0 24.0 Total Split (s) 25.0 25.0 15.0 35.0 35.0 Total Split (%) 33.3% 33.3% 20.0% 46.7% 46.7% Yellow Time (s) 4.5 4.5 4.5 4.5 4.5 All -Red Time (s) 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode None None None None Min Act Effct Green (s) 9.9 9.9 17.6 11.3 15.3 Actuated g/C Ratio 0.20 0.20 0.35 0.23 0.31 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 2 Lanes, Volumes, Timings Southlake Office Plaza Existing AM w Impr.syn 2: White Chapel Blvd & SH 114 WBFR 7/7/2014 Lane Group 01 o4 Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Grade (%) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (Whr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (Whr) Parking (#/hr) Mid -Block Traffic (%) 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 7:30 am 5/29/2014 Baseline 5.0 5.0 12.0 30.0 15.0 25.0 20% 33% 4.5 4.5 2.5 2.5 Lag Yes Min None Synchro 8 Report Page 3 Lanes, Volumes, Timings Southlake Office Plaza Existing AM w Impr.syn 2: White Chapel Blvd & SH 114 WBFR 7/7/2014 --1. .4--- t II i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.55 0.45 0.32 0.29 0.29 Control Delay 25.4 11.4 8.2 16.5 15.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 25.4 11.4 8.2 16.5 15.4 LOS C B A B B Approach Delay 16.2 13.4 15.4 Approach LOS B B B Queue Length 50th (ft) 48 22 13 28 37 Queue Length 95th (ft) 97 47 23 34 60 Internal Link Dist (ft) 978 1277 439 363 Turn Bay Length (ft) Base Capacity (vph) 590 1234 493 2020 2890 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 0.29 0.27 0.28 0.12 0.16 Intersection Summary Area Type: Other Cycle Length: 75 Actuated Cycle Length: 49.9 Natural Cycle: 70 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 0.55 Intersection Signal Delay: 15.2 Intersection LOS: B Intersection Capacity Utilization 46.2% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: White Chapel Blvd & SH 114 WBFR �2 3 } I t02 ;;3 14po =3 �44 ass 15s 25s �2 3 6 r2 05 =2 03 ass M15s I Ill 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 4 Lanes, Volumes, Timings Southlake Office Plaza Existing AM w Impr.syn 2: White Chapel Blvd & SH 114 WBFR 7/7/2014 Lane Group 01 o4 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 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 5 Lanes, Volumes, Timings Southlake Office Plaza Existing AM w Impr.syn 3: White Chapel Blvd & SH 114 EBFR II 7/7/2014 --1. t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4M tO Vii tt Volume (vph) 18 26 95 0 0 0 0 269 365 200 385 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 130 130 0 0 Storage Lanes 1 0 0 0 1 1 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 0.91 0.91 0.95 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.95 1.00 Ped Bike Factor Frt 0.884 0.914 Flt Protected 0.950 0.999 0.950 Satd. Flow (prot) 1610 2994 0 0 0 0 0 4648 0 1770 3539 0 Flt Permitted 0.950 0.999 0.366 Satd. Flow (perm) 1610 2994 0 0 0 0 0 4648 0 682 3539 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 108 415 Link Speed (mph) 45 45 40 40 Link Distance (ft) 346 1069 247 519 Travel Time (s) 5.2 16.2 4.2 8.8 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Adj. Flow (vph) 20 30 108 0 0 0 0 306 415 227 438 0 Shared Lane Traffic (%) 10% Lane Group Flow (vph) 18 140 0 0 0 0 0 721 0 227 438 0 Turn Type Perm NA NA pm+pt NA Protected Phases 4 2 1 6 Permitted Phases 4 6 Detector Phase 4 4 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 10.0 5.0 10.0 Minimum Split (s) 30.0 30.0 24.0 12.0 24.0 Total Split (s) 25.0 25.0 35.0 15.0 35.0 Total Split (%) 33.3% 33.3% 46.7% 20.0% 46.7% Yellow Time (s) 4.5 4.5 4.5 4.5 4.5 All -Red Time (s) 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode None None None Min Min Act Effct Green (s) 9.7 9.7 11.3 21.3 15.3 Actuated g/C Ratio 0.19 0.19 0.23 0.43 0.31 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 6 Lanes, Volumes, Timings Southlake Office Plaza Existing AM w Impr.syn 3: White Chapel Blvd & SH 114 EBFR 7/7/2014 Lane Group o5 o8 Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Grade (%) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (Whr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (Whr) Parking (#/hr) Mid -Block Traffic (%) 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 7:30 am 5/29/2014 Baseline 5.0 5.0 12.0 30.0 15.0 25.0 20% 33% 4.5 4.5 2.5 2.5 Lag Yes None None Synchro 8 Report Page 7 Lanes, Volumes, Timings Southlake Office Plaza Existing AM w Impr.syn 3: White Chapel Blvd & SH 114 EBFR 7/7/2014 --1. .4--- t II i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.06 0.21 0.52 0.50 0.40 Control Delay 17.2 7.4 8.9 12.3 11.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 17.2 7.4 8.9 12.3 11.0 LOS B A A B B Approach Delay 8.5 8.9 11.5 Approach LOS A A B Queue Length 50th (ft) 4 3 26 26 47 Queue Length 95th (ft) 19 23 58 58 65 Internal Link Dist (ft) 266 989 167 439 Turn Bay Length (ft) Base Capacity (vph) 590 1167 2831 491 2020 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 0.03 0.12 0.25 0.46 0.22 Intersection Summary Area Type: Other Cycle Length: 75 Actuated Cycle Length: 49.9 Natural Cycle: 70 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 0.55 Intersection Signal Delay: 9.9 Intersection LOS: A Intersection Capacity Utilization 46.2% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 3: White Chapel Blvd & SH 114 EBFR �2 3 } I t02 ;;33 o1 =3 --*44 ass 15s 25s �2 3 06 r2 05 r2 03 ass M15s I Ill 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 8 Lanes, Volumes, Timings Southlake Office Plaza Existing AM w Impr.syn 3: White Chapel Blvd & SH 114 EBFR 7/7/2014 Lane Group o5 o8 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 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 9 Lanes, Volumes, Timings Southlake Office Plaza Existing AM w Impr.syn 4: White Chapel Blvd & Countryside Crt 7/7/2014 t t II Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations r Volume (vph) 1 4 12 638 459 19 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 150 0 0 Storage Lanes 1 1 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.995 Flt Protected 0.950 0.999 Satd. Flow (prot) 1770 1583 0 1861 1853 0 Flt Permitted 0.950 0.999 Satd. Flow (perm) 1770 1583 0 1861 1853 0 Link Speed (mph) 30 40 40 Link Distance (ft) 308 1182 108 Travel Time (s) 7.0 20.1 1.8 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 1 4 13 665 478 20 Shared Lane Traffic (%) Lane Group Flow (vph) 1 4 0 677 498 0 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 53.2% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 10 Lanes, Volumes, Timings Southlake Office Plaza Existing AM w Impr.syn 5: White Chapel Blvd & Highland St II 7/7/2014 --1. t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� Volume (vph) 172 112 134 34 12 20 27 456 60 10 341 104 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 140 0 83 0 100 0 100 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.918 0.907 0.983 0.965 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1710 0 1770 1690 0 1770 1831 0 1770 1798 0 Flt Permitted 0.733 0.535 0.389 0.320 Satd. Flow (perm) 1365 1710 0 997 1690 0 725 1831 0 596 1798 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 103 23 18 42 Link Speed (mph) 30 30 40 40 Link Distance (ft) 399 1022 306 1182 Travel Time (s) 9.1 23.2 5.2 20.1 Confl. Peds. (#/hr) Confl. Bikes (Whr) Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Adj. Flow (vph) 195 127 152 39 14 23 31 518 68 11 388 118 Shared Lane Traffic (%) Lane Group Flow (vph) 195 279 0 39 37 0 31 586 0 11 506 0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 Total Split (s) 22.0 22.0 22.0 22.0 38.0 38.0 38.0 38.0 Total Split (%) 36.7% 36.7% 36.7% 36.7% 63.3% 63.3% 63.3% 63.3% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None Min Min Min Min Act Effct Green (s) 11.5 11.5 11.5 11.5 19.5 19.5 19.5 19.5 Actuated g/C Ratio 0.29 0.29 0.29 0.29 0.49 0.49 0.49 0.49 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 11 Lanes, Volumes, Timings Southlake Office Plaza Existing AM w Impr.syn 5: White Chapel Blvd & Highland St 7/7/2014 --1. .4--- t II i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.49 0.49 0.13 0.07 0.09 0.64 0.04 0.56 Control Delay 17.8 11.6 13.5 8.2 6.7 11.4 6.2 9.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 17.8 11.6 13.5 8.2 6.7 11.4 6.2 9.5 LOS B B B A A B A A Approach Delay 14.1 11.0 11.2 9.4 Approach LOS B B B A Queue Length 50th (ft) 31 27 6 2 3 77 1 59 Queue Length 95th (ft) 102 99 28 19 15 189 7 148 Internal Link Dist (ft) 319 942 226 1102 Turn Bay Length (ft) 140 83 100 100 Base Capacity (vph) 664 885 485 834 617 1561 507 1537 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.29 0.32 0.08 0.04 0.05 0.38 0.02 0.33 Intersection Summary Area Type: Other Cycle Length: 60 Actuated Cycle Length: 39.6 Natural Cycle: 45 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 0.64 Intersection Signal Delay: 11.5 Intersection LOS: B Intersection Capacity Utilization 55.1 % ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 5: White Chapel Blvd & Hiahland St 02 4 38 s 22 s 6 03 38 s 122S 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 12 Lanes, Volumes, Timings Southlake Office Plaza Existing AM w Impr.syn 6: S H 114 E B F R 7/7/2014 -4. '4- Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations t+'+ r Volume (vph) 139 0 0 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 0 1 Taper Length (ft) 25 25 Lane Util. Factor 0.91 0.91 1.00 1.00 1.00 1.00 Ped Bike Factor Frt Flt Protected Satd. Flow (prot) 5085 0 0 0 0 1863 Flt Permitted Satd. Flow (perm) 5085 0 0 0 0 1863 Link Speed (mph) 45 45 30 Link Distance (ft) 547 346 196 Travel Time (s) 8.3 5.2 4.5 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 151 0 0 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 151 0 0 0 0 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 6.7% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 13 Lanes, Volumes, Timings Southlake Office Plaza Existing AM w Impr.syn 7: Countryside Crt 7/7/2014 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations +' Volume (vph) 0 1 5 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt Flt Protected Satd. Flow (prot) 0 1863 1863 0 1863 0 Flt Permitted Satd. Flow (perm) 0 1863 1863 0 1863 0 Link Speed (mph) 30 30 30 Link Distance (ft) 354 308 130 Travel Time (s) 8.0 7.0 3.0 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 0 1 5 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 1 5 0 0 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 6.7% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 14 Lanes, Volumes, Timings Southlake Office Plaza Existing PM w Impr.syn 1: White Chapel Blvd & E Kirkwood Blvd 7/7/2014 t II i Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations r Volume (vph) 24 9 289 31 5 164 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 1 1 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.987 Flt Protected 0.950 0.999 Satd. Flow (prot) 1770 1583 1839 0 0 1861 Flt Permitted 0.950 0.999 Satd. Flow (perm) 1770 1583 1839 0 0 1861 Link Speed (mph) 30 40 40 Link Distance (ft) 1241 979 903 Travel Time (s) 28.2 16.7 15.4 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.81 0.81 0.81 0.81 0.81 0.81 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 30 11 357 38 6 202 Shared Lane Traffic (%) Lane Group Flow (vph) 30 11 395 0 0 208 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 27.1 % ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 1 Lanes, Volumes, Timings Southlake Office Plaza Existing PM w Impr.syn 2: White Chapel Blvd & SH 114 WBFR II 7/7/2014 --1. t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4M tt tt Volume (vph) 0 0 0 480 642 226 147 119 0 0 164 11 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 145 240 Storage Lanes 0 0 1 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 0.91 0.91 0.95 1.00 0.95 1.00 1.00 0.91 0.91 Ped Bike Factor Frt 0.963 0.991 Flt Protected 0.950 0.997 0.950 Satd. Flow (prot) 0 0 0 1610 3255 0 1770 3539 0 0 5040 0 Flt Permitted 0.950 0.997 0.607 Satd. Flow (perm) 0 0 0 1610 3255 0 1131 3539 0 0 5040 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 68 13 Link Speed (mph) 45 45 40 40 Link Distance (ft) 1058 1357 519 443 Travel Time (s) 16.0 20.6 8.8 7.6 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 1.00 1.00 1.00 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Adj. Flow (vph) 0 0 0 608 813 286 186 151 0 0 208 14 Shared Lane Traffic (%) 10% Lane Group Flow (vph) 0 0 0 547 1160 0 186 151 0 0 222 0 Turn Type Perm NA pm+pt NA NA Protected Phases 8 5 2 6 Permitted Phases 8 2 Detector Phase 8 8 5 2 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 10.0 10.0 Minimum Split (s) 30.0 30.0 12.0 24.0 24.0 Total Split (s) 39.0 39.0 12.0 24.0 24.0 Total Split (%) 52.0% 52.0% 16.0% 32.0% 32.0% Yellow Time (s) 4.5 4.5 4.5 4.5 4.5 All -Red Time (s) 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode None None None None Min Act Effct Green (s) 28.3 28.3 16.2 11.1 14.6 Actuated g/C Ratio 0.41 0.41 0.23 0.16 0.21 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 2 Lanes, Volumes, Timings Southlake Office Plaza Existing PM w Impr.syn 2: White Chapel Blvd & SH 114 WBFR 7/7/2014 Lane Group 01 o4 Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Grade (%) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (Whr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (Whr) Parking (#/hr) Mid -Block Traffic (%) 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 7:30 am 5/29/2014 Baseline 5.0 5.0 12.0 30.0 12.0 39.0 16% 52% 4.5 4.5 2.5 2.5 Lag Yes Min None Synchro 8 Report Page 3 Lanes, Volumes, Timings Southlake Office Plaza Existing PM w Impr.syn 2: White Chapel Blvd & SH 114 WBFR 7/7/2014 --1. .4--- t II i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.83 0.85 0.60 0.27 0.21 Control Delay 31.5 24.5 21.1 29.8 22.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 31.5 24.5 21.1 29.8 22.3 LOS C C C C C Approach Delay 26.7 25.0 22.3 Approach LOS C C C Queue Length 50th (ft) 231 234 41 32 28 Queue Length 95th (ft) 302 258 44 33 41 Internal Link Dist (ft) 978 1277 439 363 Turn Bay Length (ft) Base Capacity (vph) 753 1559 311 880 1262 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 0.73 0.74 0.60 0.17 0.18 Intersection Summary Area Type: Other Cycle Length: 75 Actuated Cycle Length: 69.3 Natural Cycle: 70 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 0.85 Intersection Signal Delay: 26.0 Intersection LOS: C Intersection Capacity Utilization 59.9% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 2: White Chapel Blvd & SH 114 WBFR �2 3 } I t02 �3 41 ;;3 --W44 24s 12s 39 s �2 3 6 �2 45 r2 !33 24s 12s1 M39 s 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 4 Lanes, Volumes, Timings Southlake Office Plaza Existing PM w Impr.syn 2: White Chapel Blvd & SH 114 WBFR 7/7/2014 Lane Group 01 o4 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 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 5 Lanes, Volumes, Timings Southlake Office Plaza Existing PM w Impr.syn 3: White Chapel Blvd & SH 114 EBFR II 7/7/2014 --1. t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4M tO Vii tt Volume (vph) 5 37 130 0 0 0 0 243 211 142 486 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 130 130 0 0 Storage Lanes 1 0 0 0 1 1 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 0.91 0.91 0.95 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.95 1.00 Ped Bike Factor Frt 0.884 0.930 Flt Protected 0.950 0.950 Satd. Flow (prot) 1610 2997 0 0 0 0 0 4729 0 1770 3539 0 Flt Permitted 0.950 0.451 Satd. Flow (perm) 1610 2997 0 0 0 0 0 4729 0 840 3539 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 148 240 Link Speed (mph) 45 45 40 40 Link Distance (ft) 346 1069 247 519 Travel Time (s) 5.2 16.2 4.2 8.8 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Adj. Flow (vph) 6 42 148 0 0 0 0 276 240 161 552 0 Shared Lane Traffic (%) 10% Lane Group Flow (vph) 5 191 0 0 0 0 0 516 0 161 552 0 Turn Type Perm NA NA pm+pt NA Protected Phases 4 2 1 6 Permitted Phases 4 6 Detector Phase 4 4 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 10.0 5.0 10.0 Minimum Split (s) 30.0 30.0 24.0 12.0 24.0 Total Split (s) 39.0 39.0 24.0 12.0 24.0 Total Split (%) 52.0% 52.0% 32.0% 16.0% 32.0% Yellow Time (s) 4.5 4.5 4.5 4.5 4.5 All -Red Time (s) 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode None None None Min Min Act Effct Green (s) 28.3 28.3 11.1 23.1 14.6 Actuated g/C Ratio 0.41 0.41 0.16 0.33 0.21 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 6 Lanes, Volumes, Timings Southlake Office Plaza Existing PM w Impr.syn 3: White Chapel Blvd & SH 114 EBFR 7/7/2014 Lane Group o5 o8 Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Grade (%) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (Whr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (Whr) Parking (#/hr) Mid -Block Traffic (%) 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 7:30 am 5/29/2014 Baseline 5.0 5.0 12.0 30.0 12.0 39.0 16% 52% 4.5 4.5 2.5 2.5 Lag Yes None None Synchro 8 Report Page 7 Lanes, Volumes, Timings Southlake Office Plaza Existing PM w Impr.syn 3: White Chapel Blvd & SH 114 EBFR 7/7/2014 --1. .4--- t II i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.01 0.15 0.54 0.41 0.74 Control Delay 12.5 4.4 16.9 20.5 22.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 12.5 4.4 16.9 20.5 22.4 LOS B A B C C Approach Delay 4.6 16.9 22.0 Approach LOS A B C Queue Length 50th (ft) 1 6 43 60 118 Queue Length 95th (ft) 7 23 68 m89 154 Internal Link Dist (ft) 266 989 167 439 Turn Bay Length (ft) Base Capacity (vph) 753 1481 1356 394 880 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 0.01 0.13 0.38 0.41 0.63 Intersection Summary Area Type: Other Cycle Length: 75 Actuated Cycle Length: 69.3 Natural Cycle: 70 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 0.85 Intersection Signal Delay: 17.7 Intersection LOS: B Intersection Capacity Utilization 59.9% ICU Level of Service B Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 3: White Chapel Blvd & SH 114 EBFR �2 3 } I t02 �3 41 � 3 �04 24s 12s 39 s �2 3 6 �2 45 2 08 24s M12s M39 s 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 8 Lanes, Volumes, Timings Southlake Office Plaza Existing PM w Impr.syn 3: White Chapel Blvd & SH 114 EBFR 7/7/2014 Lane Group o5 o8 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 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 9 Lanes, Volumes, Timings Southlake Office Plaza Existing PM w Impr.syn 4: White Chapel Blvd & Countryside Crt 7/7/2014 t t II Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations r Volume (vph) 17 13 4 440 603 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 150 0 0 Storage Lanes 1 1 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.998 Flt Protected 0.950 Satd. Flow (prot) 1770 1583 0 1863 1859 0 Flt Permitted 0.950 Satd. Flow (perm) 1770 1583 0 1863 1859 0 Link Speed (mph) 30 40 40 Link Distance (ft) 308 1182 108 Travel Time (s) 7.0 20.1 1.8 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 18 14 4 458 628 8 Shared Lane Traffic (%) Lane Group Flow (vph) 18 14 0 462 636 0 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 42.2% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 10 Lanes, Volumes, Timings Southlake Office Plaza Existing PM w Impr.syn 5: White Chapel Blvd & Highland St II 7/7/2014 --1. t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� Volume (vph) 61 40 49 75 17 9 55 359 29 0 539 72 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 140 0 83 0 100 0 100 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.917 0.948 0.989 0.982 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 1770 1708 0 1770 1766 0 1770 1842 0 1863 1829 0 Flt Permitted 0.738 0.692 0.314 Satd. Flow (perm) 1375 1708 0 1289 1766 0 585 1842 0 1863 1829 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 56 10 12 20 Link Speed (mph) 30 30 40 40 Link Distance (ft) 399 1022 306 1182 Travel Time (s) 9.1 23.2 5.2 20.1 Confl. Peds. (#/hr) Confl. Bikes (Whr) Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Adj. Flow (vph) 69 45 56 85 19 10 62 408 33 0 612 82 Shared Lane Traffic (%) Lane Group Flow (vph) 69 101 0 85 29 0 62 441 0 0 694 0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 Total Split (s) 20.0 20.0 20.0 20.0 40.0 40.0 40.0 40.0 Total Split (%) 33.3% 33.3% 33.3% 33.3% 66.7% 66.7% 66.7% 66.7% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None Min Min Min Min Act Effct Green (s) 8.4 8.4 8.4 8.4 25.4 25.4 25.4 Actuated g/C Ratio 0.22 0.22 0.22 0.22 0.66 0.66 0.66 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 11 Lanes, Volumes, Timings Southlake Office Plaza Existing PM w Impr.syn 5: White Chapel Blvd & Highland St 7/7/2014 --1. .4--- t II i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.23 0.24 0.30 0.07 0.16 0.36 0.57 Control Delay 16.3 9.8 17.6 12.0 5.6 5.5 7.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 16.3 9.8 17.6 12.0 5.6 5.5 7.7 LOS B A B B A A A Approach Delay 12.4 16.1 5.5 7.7 Approach LOS B B A A Queue Length 50th (ft) 10 6 13 3 5 38 73 Queue Length 95th (ft) 44 41 53 20 20 98 187 Internal Link Dist (ft) 319 942 226 1102 Turn Bay Length (ft) 140 83 100 Base Capacity (vph) 604 782 566 782 530 1670 1659 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.11 0.13 0.15 0.04 0.12 0.26 0.42 Intersection Summary Area Type: Other Cycle Length: 60 Actuated Cycle Length: 38.4 Natural Cycle: 50 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 0.57 Intersection Signal Delay: 8.1 Intersection LOS: A Intersection Capacity Utilization 56.9% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 5: White Chapel Blvd & Hiahland St 02 40s 20s 6 03 40s 120S 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 12 Lanes, Volumes, Timings Southlake Office Plaza Existing PM w Impr.syn 6: S H 114 E B F R 7/7/2014 -4. '4- Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations t+'+ r Volume (vph) 172 0 0 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 0 1 Taper Length (ft) 25 25 Lane Util. Factor 0.91 0.91 1.00 1.00 1.00 1.00 Ped Bike Factor Frt Flt Protected Satd. Flow (prot) 5085 0 0 0 0 1863 Flt Permitted Satd. Flow (perm) 5085 0 0 0 0 1863 Link Speed (mph) 45 45 30 Link Distance (ft) 547 346 190 Travel Time (s) 8.3 5.2 4.3 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 187 0 0 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 187 0 0 0 0 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 6.7% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 13 Lanes, Volumes, Timings Southlake Office Plaza Existing PM w Impr.syn 7: Countryside Crt 7/7/2014 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations +' Volume (vph) 0 6 3 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt Flt Protected Satd. Flow (prot) 0 1863 1863 0 1863 0 Flt Permitted Satd. Flow (perm) 0 1863 1863 0 1863 0 Link Speed (mph) 30 30 30 Link Distance (ft) 353 308 121 Travel Time (s) 8.0 7.0 2.8 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 0 7 3 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 7 3 0 0 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 6.7% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 14 Lanes, Volumes, Timings Southlake Office Plaza 2020 Background AM.syn 1: White Chapel Blvd & E Kirkwood Blvd 7/7/2014 t II i Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations r Volume (vph) 125 12 343 160 17 382 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 1 1 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.957 Flt Protected 0.950 0.998 Satd. Flow (prot) 1770 1583 1783 0 0 1859 Flt Permitted 0.950 0.998 Satd. Flow (perm) 1770 1583 1783 0 0 1859 Link Speed (mph) 30 40 40 Link Distance (ft) 1241 979 903 Travel Time (s) 28.2 16.7 15.4 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 136 13 373 174 18 415 Shared Lane Traffic (%) Lane Group Flow (vph) 136 13 547 0 0 433 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 47.5% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 1 Lanes, Volumes, Timings Southlake Office Plaza 2020 Background AM.syn 2: White Chapel Blvd & SH 114 WBFR II 7/7/2014 --1. t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4M tt tt Volume (vph) 0 0 0 273 64 228 122 612 0 0 637 37 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 145 240 Storage Lanes 0 0 1 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 0.91 0.91 0.95 1.00 0.95 1.00 1.00 0.91 0.91 Ped Bike Factor Frt 0.907 0.992 Flt Protected 0.950 0.990 0.950 Satd. Flow (prot) 0 0 0 1610 3044 0 1770 3539 0 0 5045 0 Flt Permitted 0.950 0.990 0.356 Satd. Flow (perm) 0 0 0 1610 3044 0 663 3539 0 0 5045 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 248 13 Link Speed (mph) 45 45 40 40 Link Distance (ft) 1058 1357 519 443 Travel Time (s) 16.0 20.6 8.8 7.6 Confl. Peds. (#/hr) Confl. Bikes (#/hr) 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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Adj. Flow (vph) 0 0 0 297 70 248 133 665 0 0 692 40 Shared Lane Traffic (%) 28% Lane Group Flow (vph) 0 0 0 214 401 0 133 665 0 0 732 0 Turn Type Perm NA pm+pt NA NA Protected Phases 8 5 2 6 Permitted Phases 8 2 Detector Phase 8 8 5 2 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 10.0 10.0 Minimum Split (s) 30.0 30.0 12.0 24.0 24.0 Total Split (s) 25.0 25.0 15.0 35.0 35.0 Total Split (%) 33.3% 33.3% 20.0% 46.7% 46.7% Yellow Time (s) 4.5 4.5 4.5 4.5 4.5 All -Red Time (s) 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode None None None None Min Act Effct Green (s) 12.7 12.7 30.6 21.1 22.9 Actuated g/C Ratio 0.20 0.20 0.48 0.33 0.36 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 2 Lanes, Volumes, Timings Southlake Office Plaza 2020 Background AM.syn 2: White Chapel Blvd & SH 114 WBFR 7/7/2014 Lane Group 01 o4 Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Grade (%) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (Whr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (Whr) Parking (#/hr) Mid -Block Traffic (%) 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 7:30 am 5/29/2014 Baseline 5.0 5.0 12.0 30.0 15.0 25.0 20% 33% 4.5 4.5 2.5 2.5 Lag Yes Min None Synchro 8 Report Page 3 Lanes, Volumes, Timings Southlake Office Plaza 2020 Background AM.syn 2: White Chapel Blvd & SH 114 WBFR 7/7/2014 --1. .4--- t II i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.67 0.50 0.27 0.57 0.40 Control Delay 35.3 11.4 5.0 11.1 17.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 35.3 11.4 5.0 11.1 17.7 LOS D B A B B Approach Delay 19.7 10.1 17.7 Approach LOS B B B Queue Length 50th (ft) 84 27 13 58 83 Queue Length 95th (ft) 170 69 27 84 121 Internal Link Dist (ft) 978 1277 439 363 Turn Bay Length (ft) Base Capacity (vph) 468 1061 507 1601 2289 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 0.46 0.38 0.26 0.42 0.32 Intersection Summary Area Type: Other Cycle Length: 75 Actuated Cycle Length: 63.5 Natural Cycle: 75 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 1.06 Intersection Signal Delay: 15.4 Intersection LOS: B Intersection Capacity Utilization 62.0% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 2: White Chapel Blvd & SH 114 WBFR �2 3 } I t02 ;;3 o1 =3 �44 ass 15s 25s �2 3 06 r2 05 =2 03 ass M15s I Ill 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 4 Lanes, Volumes, Timings Southlake Office Plaza 2020 Background AM.syn 2: White Chapel Blvd & SH 114 WBFR 7/7/2014 Lane Group 01 o4 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 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 5 Lanes, Volumes, Timings Southlake Office Plaza 2020 Background AM.syn 3: White Chapel Blvd & SH 114 EBFR II 7/7/2014 --1. t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4M tO Vii tt Volume (vph) 121 33 107 0 0 0 0 584 411 338 555 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 130 130 0 0 Storage Lanes 1 0 0 0 1 1 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 0.91 0.91 0.95 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.95 1.00 Ped Bike Factor Frt 0.906 0.938 Flt Protected 0.950 0.991 0.950 Satd. Flow (prot) 1610 3044 0 0 0 0 0 4770 0 1770 3539 0 Flt Permitted 0.950 0.991 0.194 Satd. Flow (perm) 1610 3044 0 0 0 0 0 4770 0 361 3539 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 116 270 Link Speed (mph) 45 45 40 40 Link Distance (ft) 346 1069 247 519 Travel Time (s) 5.2 16.2 4.2 8.8 Confl. Peds. (#/hr) Confl. Bikes (#/hr) 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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Adj. Flow (vph) 132 36 116 0 0 0 0 635 447 367 603 0 Shared Lane Traffic (%) 25% Lane Group Flow (vph) 99 185 0 0 0 0 0 1082 0 367 603 0 Turn Type Perm NA NA pm+pt NA Protected Phases 4 2 1 6 Permitted Phases 4 6 Detector Phase 4 4 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 10.0 5.0 10.0 Minimum Split (s) 30.0 30.0 24.0 12.0 24.0 Total Split (s) 25.0 25.0 35.0 15.0 35.0 Total Split (%) 33.3% 33.3% 46.7% 20.0% 46.7% Yellow Time (s) 4.5 4.5 4.5 4.5 4.5 All -Red Time (s) 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode None None None Min Min Act Effct Green (s) 12.7 12.7 21.1 29.0 22.9 Actuated g/C Ratio 0.20 0.20 0.33 0.46 0.36 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 6 Lanes, Volumes, Timings Southlake Office Plaza 2020 Background AM.syn 3: White Chapel Blvd & SH 114 EBFR 7/7/2014 Lane Group o5 o8 Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Grade (%) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (Whr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (Whr) Parking (#/hr) Mid -Block Traffic (%) 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 7:30 am 5/29/2014 Baseline 5.0 5.0 12.0 30.0 15.0 25.0 20% 33% 4.5 4.5 2.5 2.5 Lag Yes None None Synchro 8 Report Page 7 Lanes, Volumes, Timings Southlake Office Plaza 2020 Background AM.syn 3: White Chapel Blvd & SH 114 EBFR 7/7/2014 --1. .4--- t II i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.31 0.26 0.61 1.06 0.47 Control Delay 25.5 10.7 14.7 87.6 8.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 25.5 10.7 14.7 87.6 8.5 LOS C B B F A Approach Delay 15.9 14.7 38.4 Approach LOS B B D Queue Length 50th (ft) 36 12 90 -133 52 Queue Length 95th (ft) 84 39 143 #346 80 Internal Link Dist (ft) 266 989 167 439 Turn Bay Length (ft) Base Capacity (vph) 468 967 2306 347 1601 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 0.21 0.19 0.47 1.06 0.38 Intersection Summary Area Type: Other Cycle Length: 75 Actuated Cycle Length: 63.5 Natural Cycle: 75 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 1.06 Intersection Signal Delay: 24.7 Intersection LOS: C Intersection Capacity Utilization 62.0% ICU Level of Service B 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: 3: White Chapel Blvd & SH 114 EBFR �2 �3 } I t02 �3 14po � 3 �44 ass 15s 25s �2 3 06 2 05 r2 08 ass M15s I Ills 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 8 Lanes, Volumes, Timings Southlake Office Plaza 2020 Background AM.syn 3: White Chapel Blvd & SH 114 EBFR 7/7/2014 Lane Group o5 o8 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 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 9 Lanes, Volumes, Timings Southlake Office Plaza 2020 Background AM.syn 4: White Chapel Blvd & Countryside Crt 7/7/2014 t t II Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations r Volume (vph) 1 4 12 1000 638 19 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 150 0 0 Storage Lanes 1 1 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.996 Flt Protected 0.950 0.999 Satd. Flow (prot) 1770 1583 0 1861 1855 0 Flt Permitted 0.950 0.999 Satd. Flow (perm) 1770 1583 0 1861 1855 0 Link Speed (mph) 30 40 40 Link Distance (ft) 308 1182 108 Travel Time (s) 7.0 20.1 1.8 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 1 4 13 1042 665 20 Shared Lane Traffic (%) Lane Group Flow (vph) 1 4 0 1054 685 0 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 72.2% ICU Level of Service C Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 10 Lanes, Volumes, Timings Southlake Office Plaza 2020 Background AM.syn 5: White Chapel Blvd & Highland St 7/7/2014 --1. .4--- t II i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� Volume (vph) 194 126 151 38 14 23 30 795 68 11 505 104 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 140 0 83 0 100 0 100 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.918 0.906 0.988 0.974 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1710 0 1770 1688 0 1770 1840 0 1770 1814 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1710 0 1770 1688 0 1770 1840 0 1770 1814 0 Link Speed (mph) 30 30 40 40 Link Distance (ft) 399 1022 306 1182 Travel Time (s) 9.1 23.2 5.2 20.1 Confl. Peds. (#/hr) Confl. Bikes (#/hr) 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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Adj. Flow (vph) 211 137 164 41 15 25 33 864 74 12 549 113 Shared Lane Traffic (%) Lane Group Flow (vph) 211 301 0 41 40 0 33 938 0 12 662 0 Sign Control Stop Stop Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 75.2% ICU Level of Service D Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 11 Lanes, Volumes, Timings Southlake Office Plaza 2020 Background AM.syn 6: S H 114 E B F R 7/7/2014 -4. '4- Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations t+'+ r Volume (vph) 274 0 0 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 0 1 Taper Length (ft) 25 25 Lane Util. Factor 0.91 0.91 1.00 1.00 1.00 1.00 Ped Bike Factor Frt Flt Protected Satd. Flow (prot) 5085 0 0 0 0 1863 Flt Permitted Satd. Flow (perm) 5085 0 0 0 0 1863 Link Speed (mph) 45 45 30 Link Distance (ft) 547 346 188 Travel Time (s) 8.3 5.2 4.3 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 298 0 0 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 298 0 0 0 0 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 8.6% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 12 Lanes, Volumes, Timings Southlake Office Plaza 2020 Background AM.syn 7: Countryside Crt 7/7/2014 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations +' Volume (vph) 0 1 5 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt Flt Protected Satd. Flow (prot) 0 1863 1863 0 1863 0 Flt Permitted Satd. Flow (perm) 0 1863 1863 0 1863 0 Link Speed (mph) 30 30 30 Link Distance (ft) 354 308 125 Travel Time (s) 8.0 7.0 2.8 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 0 1 5 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 1 5 0 0 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 6.7% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 13 Lanes, Volumes, Timings Southlake Office Plaza 2020 Background PM.syn 1: White Chapel Blvd & E Kirkwood Blvd 7/7/2014 t II i Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations r Volume (vph) 265 18 388 208 12 225 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 1 1 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.953 Flt Protected 0.950 0.997 Satd. Flow (prot) 1770 1583 1775 0 0 1857 Flt Permitted 0.950 0.997 Satd. Flow (perm) 1770 1583 1775 0 0 1857 Link Speed (mph) 30 40 40 Link Distance (ft) 1241 979 903 Travel Time (s) 28.2 16.7 15.4 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 288 20 422 226 13 245 Shared Lane Traffic (%) Lane Group Flow (vph) 288 20 648 0 0 258 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 54.4% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 1 Lanes, Volumes, Timings Southlake Office Plaza 2020 Background PM.syn 2: White Chapel Blvd & SH 114 WBFR II 7/7/2014 --1. t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4M tt tt Volume (vph) 0 0 0 541 929 370 166 627 0 0 1013 60 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 145 240 Storage Lanes 0 0 1 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 0.91 0.91 0.95 1.00 0.95 1.00 1.00 0.91 0.91 Ped Bike Factor Frt 0.959 0.992 Flt Protected 0.950 0.998 0.950 Satd. Flow (prot) 0 0 0 1610 3245 0 1770 3539 0 0 5045 0 Flt Permitted 0.950 0.998 0.181 Satd. Flow (perm) 0 0 0 1610 3245 0 337 3539 0 0 5045 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 63 14 Link Speed (mph) 45 45 40 40 Link Distance (ft) 1058 1357 519 443 Travel Time (s) 16.0 20.6 8.8 7.6 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 1.00 1.00 1.00 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Adj. Flow (vph) 0 0 0 588 1010 402 180 682 0 0 1101 65 Shared Lane Traffic (%) 10% Lane Group Flow (vph) 0 0 0 529 1471 0 180 682 0 0 1166 0 Turn Type Perm NA pm+pt NA NA Protected Phases 8 5 2 6 Permitted Phases 8 2 Detector Phase 8 8 5 2 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 10.0 10.0 Minimum Split (s) 30.0 30.0 12.0 24.0 24.0 Total Split (s) 25.0 25.0 15.0 35.0 35.0 Total Split (%) 33.3% 33.3% 20.0% 46.7% 46.7% Yellow Time (s) 4.5 4.5 4.5 4.5 4.5 All -Red Time (s) 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode None None None None Min Act Effct Green (s) 18.0 18.0 29.1 22.1 27.1 Actuated g/C Ratio 0.25 0.25 0.40 0.30 0.37 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 2 Lanes, Volumes, Timings Southlake Office Plaza 2020 Background PM.syn 2: White Chapel Blvd & SH 114 WBFR 7/7/2014 Lane Group 01 o4 Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Grade (%) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (Whr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (Whr) Parking (#/hr) Mid -Block Traffic (%) 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 7:30 am 5/29/2014 Baseline 5.0 5.0 12.0 30.0 15.0 25.0 20% 33% 4.5 4.5 2.5 2.5 Lag Yes Min None Synchro 8 Report Page 3 Lanes, Volumes, Timings Southlake Office Plaza 2020 Background PM.syn 2: White Chapel Blvd & SH 114 WBFR 7/7/2014 --1. .4--- t II i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 1.34 1.74 0.66 0.64 0.62 Control Delay 195.3 360.6 25.3 12.8 20.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 195.3 360.6 25.3 12.8 20.4 LOS F F C B C Approach Delay 316.9 15.4 20.4 Approach LOS F B C Queue Length 50th (ft) -363 -568 38 67 155 Queue Length 95th (ft) #562 #706 77 82 199 Internal Link Dist (ft) 978 1277 439 363 Turn Bay Length (ft) Base Capacity (vph) 396 846 295 1355 1940 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 1.34 1.74 0.61 0.50 0.60 Intersection Summary Area Type: Other Cycle Length: 75 Actuated Cycle Length: 73.2 Natural Cycle: 90 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 1.74 Intersection Signal Delay: 166.5 Intersection LOS: F Intersection Capacity Utilization 83.1 % 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. Splits and Phases: 2: White Chapel Blvd & SH 114 WBFR �2 �3 } I t02 �3 o1 � 3 �44 ass 15s 25s �2 3 06 2 05 r2 08 ass M15s I Ills 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 4 Lanes, Volumes, Timings Southlake Office Plaza 2020 Background PM.syn 2: White Chapel Blvd & SH 114 WBFR 7/7/2014 Lane Group 01 o4 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 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 5 Lanes, Volumes, Timings Southlake Office Plaza 2020 Background PM.syn 3: White Chapel Blvd & SH 114 EBFR II 7/7/2014 --1. t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4M tO Vii tt Volume (vph) 129 47 146 0 0 0 0 627 238 515 1017 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 130 130 0 0 Storage Lanes 1 0 0 0 1 1 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 0.91 0.91 0.95 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.95 1.00 Ped Bike Factor Frt 0.895 0.959 Flt Protected 0.950 0.996 0.950 Satd. Flow (prot) 1610 3022 0 0 0 0 0 4877 0 1770 3539 0 Flt Permitted 0.950 0.996 0.250 Satd. Flow (perm) 1610 3022 0 0 0 0 0 4877 0 466 3539 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 154 146 Link Speed (mph) 45 45 40 40 Link Distance (ft) 346 1069 247 519 Travel Time (s) 5.2 16.2 4.2 8.8 Confl. Peds. (#/hr) Confl. Bikes (#/hr) 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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Adj. Flow (vph) 136 49 154 0 0 0 0 660 251 542 1071 0 Shared Lane Traffic (%) 13% Lane Group Flow (vph) 118 221 0 0 0 0 0 911 0 542 1071 0 Turn Type Perm NA NA pm+pt NA Protected Phases 4 2 1 6 Permitted Phases 4 6 Detector Phase 4 4 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 10.0 5.0 10.0 Minimum Split (s) 30.0 30.0 24.0 12.0 24.0 Total Split (s) 25.0 25.0 35.0 15.0 35.0 Total Split (%) 33.3% 33.3% 46.7% 20.0% 46.7% Yellow Time (s) 4.5 4.5 4.5 4.5 4.5 All -Red Time (s) 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode None None None Min Min Act Effct Green (s) 18.0 18.0 22.1 38.5 27.1 Actuated g/C Ratio 0.25 0.25 0.30 0.53 0.37 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 6 Lanes, Volumes, Timings Southlake Office Plaza 2020 Background PM.syn 3: White Chapel Blvd & SH 114 EBFR 7/7/2014 Lane Group o5 o8 Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Grade (%) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (Whr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (Whr) Parking (#/hr) Mid -Block Traffic (%) 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 7:30 am 5/29/2014 Baseline 5.0 5.0 12.0 30.0 15.0 25.0 20% 33% 4.5 4.5 2.5 2.5 Lag Yes None None Synchro 8 Report Page 7 Lanes, Volumes, Timings Southlake Office Plaza 2020 Background PM.syn 3: White Chapel Blvd & SH 114 EBFR 7/7/2014 --1. .4--- t II i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.30 0.26 0.58 1.18 0.82 Control Delay 25.7 9.0 19.0 114.3 11.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 25.7 9.0 19.0 114.3 11.6 LOS C A B F B Approach Delay 14.8 19.0 46.1 Approach LOS B B D Queue Length 50th (ft) 49 13 108 -219 125 Queue Length 95th (ft) 97 41 130 m#425 m131 Internal Link Dist (ft) 266 989 167 439 Turn Bay Length (ft) Base Capacity (vph) 396 860 1957 460 1355 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 0.30 0.26 0.47 1.18 0.79 Intersection Summary Area Type: Other Cycle Length: 75 Actuated Cycle Length: 73.2 Natural Cycle: 90 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 1.74 Intersection Signal Delay: 33.8 Intersection LOS: C Intersection Capacity Utilization 83.1 % 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. Splits and Phases: 3: White Chapel Blvd & SH 114 EBFR �2 3 } I t02 3 10�0 =3 �04 35s 15s mas =2 66 2 05 =2 03 35s M15s I Ill 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 8 Lanes, Volumes, Timings Southlake Office Plaza 2020 Background PM.syn 3: White Chapel Blvd & SH 114 EBFR 7/7/2014 Lane Group o5 o8 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 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 9 Lanes, Volumes, Timings Southlake Office Plaza 2020 Background PM.syn 4: White Chapel Blvd & Countryside Crt 7/7/2014 t t II Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations r Volume (vph) 17 13 4 849 1149 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 150 0 0 Storage Lanes 1 1 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.999 Flt Protected 0.950 Satd. Flow (prot) 1770 1583 0 1863 1861 0 Flt Permitted 0.950 Satd. Flow (perm) 1770 1583 0 1863 1861 0 Link Speed (mph) 30 40 40 Link Distance (ft) 308 1182 108 Travel Time (s) 7.0 20.1 1.8 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 18 14 4 884 1197 8 Shared Lane Traffic (%) Lane Group Flow (vph) 18 14 0 888 1205 0 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 71.0% ICU Level of Service C Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 10 Lanes, Volumes, Timings Southlake Office Plaza 2020 Background PM.syn 5: White Chapel Blvd & Highland St 7/7/2014 --1. .4--- t II i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� Volume (vph) 69 45 55 84 19 10 62 757 33 0 1077 72 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 140 0 83 0 100 0 100 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.918 0.948 0.994 0.991 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 1770 1710 0 1770 1766 0 1770 1852 0 1863 1846 0 Flt Permitted 0.950 0.950 0.950 Satd. Flow (perm) 1770 1710 0 1770 1766 0 1770 1852 0 1863 1846 0 Link Speed (mph) 30 30 40 40 Link Distance (ft) 399 1022 306 1182 Travel Time (s) 9.1 23.2 5.2 20.1 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Adj. Flow (vph) 70 46 56 86 19 10 63 772 34 0 1099 73 Shared Lane Traffic (%) Lane Group Flow (vph) 70 102 0 86 29 0 63 806 0 0 1172 0 Sign Control Stop Stop Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 79.0% ICU Level of Service D Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 11 Lanes, Volumes, Timings Southlake Office Plaza 2020 Background PM.syn 6: S H 114 E B F R 7/7/2014 -4. '4- Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations t+'+ r Volume (vph) 341 0 0 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 0 1 Taper Length (ft) 25 25 Lane Util. Factor 0.91 0.91 1.00 1.00 1.00 1.00 Ped Bike Factor Frt Flt Protected Satd. Flow (prot) 5085 0 0 0 0 1863 Flt Permitted Satd. Flow (perm) 5085 0 0 0 0 1863 Link Speed (mph) 45 45 30 Link Distance (ft) 547 346 177 Travel Time (s) 8.3 5.2 4.0 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 371 0 0 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 371 0 0 0 0 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 9.9% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 12 Lanes, Volumes, Timings Southlake Office Plaza 2020 Background PM.syn 7: Countryside Crt 7/7/2014 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations +' Volume (vph) 0 6 3 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt Flt Protected Satd. Flow (prot) 0 1863 1863 0 1863 0 Flt Permitted Satd. Flow (perm) 0 1863 1863 0 1863 0 Link Speed (mph) 30 30 30 Link Distance (ft) 355 308 112 Travel Time (s) 8.1 7.0 2.5 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 0 7 3 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 7 3 0 0 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 6.7% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 13 Lanes, Volumes, Timings Southlake Office Plaza 2020 Background AM w Impr.syn 1: White Chapel Blvd & E Kirkwood Blvd II 7/7/2014 t i Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations r Volume (vph) 125 12 343 160 17 382 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 1 1 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.957 Flt Protected 0.950 0.998 Satd. Flow (prot) 1770 1583 1783 0 0 1859 Flt Permitted 0.950 0.976 Satd. Flow (perm) 1770 1583 1783 0 0 1818 Right Turn on Red Yes Yes Satd. Flow (RTOR) 13 70 Link Speed (mph) 30 40 40 Link Distance (ft) 1241 979 903 Travel Time (s) 28.2 16.7 15.4 Confl. Peds. (#/hr) Confl. Bikes (Whr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 136 13 373 174 18 415 Shared Lane Traffic (%) Lane Group Flow (vph) 136 13 547 0 0 433 Turn Type Prot Perm NA Perm NA Protected Phases 8 2 6 Permitted Phases 8 6 Detector Phase 8 8 2 6 6 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 20.0 20.0 20.0 20.0 20.0 Total Split (s) 20.0 20.0 40.0 40.0 40.0 Total Split (%) 33.3% 33.3% 66.7% 66.7% 66.7% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 0.5 0.5 0.5 0.5 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None Min Min Min Act Effct Green (s) 8.5 8.5 24.6 24.6 Actuated g/C Ratio 0.23 0.23 0.66 0.66 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 1 Lanes, Volumes, Timings Southlake Office Plaza 2020 Background AM w Impr.syn 1: White Chapel Blvd & E Kirkwood Blvd II 7/7/2014 t i Lane Group WBL WBR NBT NBR SBL SBT v/c Ratio 0.34 0.04 0.46 0.36 Control Delay 15.5 7.3 6.0 5.9 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 15.5 7.3 6.0 5.9 LOS B A A A Approach Delay 14.8 6.0 5.9 Approach LOS B A A Queue Length 50th (ft) 25 0 47 41 Queue Length 95th (ft) 60 9 121 100 Internal Link Dist (ft) 1161 899 823 Turn Bay Length (ft) Base Capacity (vph) 784 709 1641 1668 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 0.17 0.02 0.33 0.26 Intersection Summary Area Type: Other Cycle Length: 60 Actuated Cycle Length: 37.4 Natural Cycle: 40 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 0.46 Intersection Signal Delay: 7.1 Intersection LOS: A Intersection Capacity Utilization 47.5% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 1: White Chapel Blvd & E Kirkwood Blvd 02 3 40Is T 06 40 s 120S 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 2 Lanes, Volumes, Timings Southlake Office Plaza 2020 Background AM w Impr.syn 2: White Chapel Blvd & SH 114 WBFR II 7/7/2014 --1. t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4M tt tt Volume (vph) 0 0 0 273 64 228 122 612 0 0 637 37 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 145 240 Storage Lanes 0 0 1 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 0.91 0.91 0.95 1.00 0.95 1.00 1.00 0.91 0.91 Ped Bike Factor Frt 0.907 0.992 Flt Protected 0.950 0.990 0.950 Satd. Flow (prot) 0 0 0 1610 3044 0 1770 3539 0 0 5045 0 Flt Permitted 0.950 0.990 0.345 Satd. Flow (perm) 0 0 0 1610 3044 0 643 3539 0 0 5045 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 248 12 Link Speed (mph) 45 45 40 40 Link Distance (ft) 1058 1357 519 443 Travel Time (s) 16.0 20.6 8.8 7.6 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 1.00 1.00 1.00 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Adj. Flow (vph) 0 0 0 297 70 248 133 665 0 0 692 40 Shared Lane Traffic (%) 28% Lane Group Flow (vph) 0 0 0 214 401 0 133 665 0 0 732 0 Turn Type Perm NA pm+pt NA NA Protected Phases 8 5 2 6 Permitted Phases 8 2 Detector Phase 8 8 5 2 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 10.0 10.0 Minimum Split (s) 30.0 30.0 12.0 24.0 24.0 Total Split (s) 31.0 31.0 16.0 26.0 33.0 Total Split (%) 38.8% 38.8% 20.0% 32.5% 41.3% Yellow Time (s) 4.5 4.5 4.5 4.5 4.5 All -Red Time (s) 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode None None None None Min Act Effct Green (s) 13.6 13.6 29.7 18.1 23.1 Actuated g/C Ratio 0.20 0.20 0.45 0.27 0.35 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 3 Lanes, Volumes, Timings Southlake Office Plaza 2020 Background AM w Impr.syn 2: White Chapel Blvd & SH 114 WBFR 7/7/2014 Lane Group 01 o4 Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Grade (%) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (Whr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (Whr) Parking (#/hr) Mid -Block Traffic (%) 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 7:30 am 5/29/2014 Baseline 5.0 5.0 12.0 30.0 23.0 31.0 29% 39% 4.5 4.5 2.5 2.5 Lag Yes Min None Synchro 8 Report Page 4 Lanes, Volumes, Timings Southlake Office Plaza 2020 Background AM w Impr.syn 2: White Chapel Blvd & SH 114 WBFR 7/7/2014 --1. .4--- t II i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.65 0.49 0.27 0.69 0.42 Control Delay 35.1 11.4 7.0 20.9 19.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 35.1 11.4 7.0 20.9 19.5 LOS D B A C B Approach Delay 19.6 18.6 19.5 Approach LOS B B B Queue Length 50th (ft) 94 30 13 74 94 Queue Length 95th (ft) 164 67 m35 147 129 Internal Link Dist (ft) 978 1277 439 363 Turn Bay Length (ft) Base Capacity (vph) 593 1279 513 1033 2067 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 0.36 0.31 0.26 0.64 0.35 Intersection Summary Area Type: Other Cycle Length: 80 Actuated Cycle Length: 66.6 Natural Cycle: 75 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 0.80 Intersection Signal Delay: 19.2 Intersection LOS: B Intersection Capacity Utilization 62.0% ICU Level of Service B Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 2: White Chapel Blvd & SH 114 WBFR �2 3 } I t02 �3 o1 -3 �44 26s 23s 31s �2 3 06 2 05 r2 os 33s 16s I Mal s 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 5 Lanes, Volumes, Timings Southlake Office Plaza 2020 Background AM w Impr.syn 2: White Chapel Blvd & SH 114 WBFR 7/7/2014 Lane Group 01 o4 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 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 6 Lanes, Volumes, Timings Southlake Office Plaza 2020 Background AM w Impr.syn 3: White Chapel Blvd & SH 114 EBFR II 7/7/2014 --1. t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4M tO Vii tt Volume (vph) 121 33 107 0 0 0 0 584 411 338 555 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 130 130 0 0 Storage Lanes 1 0 0 0 1 1 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 0.91 0.91 0.95 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.95 1.00 Ped Bike Factor Frt 0.906 0.938 Flt Protected 0.950 0.991 0.950 Satd. Flow (prot) 1610 3044 0 0 0 0 0 4770 0 1770 3539 0 Flt Permitted 0.950 0.991 0.175 Satd. Flow (perm) 1610 3044 0 0 0 0 0 4770 0 326 3539 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 116 208 Link Speed (mph) 45 45 40 40 Link Distance (ft) 346 1069 247 519 Travel Time (s) 5.2 16.2 4.2 8.8 Confl. Peds. (#/hr) Confl. Bikes (#/hr) 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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Adj. Flow (vph) 132 36 116 0 0 0 0 635 447 367 603 0 Shared Lane Traffic (%) 25% Lane Group Flow (vph) 99 185 0 0 0 0 0 1082 0 367 603 0 Turn Type Perm NA NA pm+pt NA Protected Phases 4 2 1 6 Permitted Phases 4 6 Detector Phase 4 4 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 10.0 5.0 10.0 Minimum Split (s) 30.0 30.0 24.0 12.0 24.0 Total Split (s) 31.0 31.0 26.0 23.0 33.0 Total Split (%) 38.8% 38.8% 32.5% 28.8% 41.3% Yellow Time (s) 4.5 4.5 4.5 4.5 4.5 All -Red Time (s) 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode None None None Min Min Act Effct Green (s) 13.6 13.6 18.1 34.6 23.1 Actuated g/C Ratio 0.20 0.20 0.27 0.52 0.35 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 7 Lanes, Volumes, Timings Southlake Office Plaza 2020 Background AM w Impr.syn 3: White Chapel Blvd & SH 114 EBFR 7/7/2014 Lane Group o5 o8 Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Grade (%) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (Whr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (Whr) Parking (#/hr) Mid -Block Traffic (%) 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 7:30 am 5/29/2014 Baseline 5.0 5.0 12.0 30.0 16.0 31.0 20% 39% 4.5 4.5 2.5 2.5 Lag Yes None None Synchro 8 Report Page 8 Lanes, Volumes, Timings Southlake Office Plaza 2020 Background AM w Impr.syn 3: White Chapel Blvd & SH 114 EBFR 7/7/2014 --1. .4--- t II i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.30 0.26 0.75 0.80 0.49 Control Delay 25.7 10.6 22.7 31.5 9.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 25.7 10.6 22.7 31.5 9.0 LOS C B C C A Approach Delay 15.9 22.7 17.5 Approach LOS B C B Queue Length 50th (ft) 40 13 123 132 56 Queue Length 95th (ft) 82 38 196 #247 82 Internal Link Dist (ft) 266 989 167 439 Turn Bay Length (ft) Base Capacity (vph) 593 1195 1540 538 1445 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 0.17 0.15 0.70 0.68 0.42 Intersection Summary Area Type: Other Cycle Length: 80 Actuated Cycle Length: 66.6 Natural Cycle: 75 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 0.80 Intersection Signal Delay: 19.7 Intersection LOS: B Intersection Capacity Utilization 62.0% ICU Level of Service B Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: White Chapel Blvd & SH 114 EBFR �2 3 } I t02 3 0 1 -3 �44 26s 23s 31s �2 3 6 2 �5 r2 os 33s 16s 31s 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 9 Lanes, Volumes, Timings Southlake Office Plaza 2020 Background AM w Impr.syn 3: White Chapel Blvd & SH 114 EBFR 7/7/2014 Lane Group o5 o8 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 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 10 Lanes, Volumes, Timings Southlake Office Plaza 2020 Background AM w Impr.syn 4: White Chapel Blvd & Countryside Crt II 7/7/2014 t t Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations r Volume (vph) 1 4 12 1000 638 19 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 150 0 0 Storage Lanes 1 1 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.996 Flt Protected 0.950 0.999 Satd. Flow (prot) 1770 1583 0 1861 1855 0 Flt Permitted 0.950 0.999 Satd. Flow (perm) 1770 1583 0 1861 1855 0 Link Speed (mph) 30 40 40 Link Distance (ft) 308 1182 108 Travel Time (s) 7.0 20.1 1.8 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 1 4 13 1042 665 20 Shared Lane Traffic (%) Lane Group Flow (vph) 1 4 0 1054 685 0 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 72.2% ICU Level of Service C Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 11 Lanes, Volumes, Timings Southlake Office Plaza 2020 Background AM w Impr.syn 5: White Chapel Blvd & Highland St II 7/7/2014 --1. t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� Volume (vph) 194 126 151 38 14 23 30 795 68 11 505 104 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 140 0 83 0 100 0 100 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.918 0.906 0.988 0.974 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1710 0 1770 1688 0 1770 1840 0 1770 1814 0 Flt Permitted 0.731 0.404 0.306 0.129 Satd. Flow (perm) 1362 1710 0 753 1688 0 570 1840 0 240 1814 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 98 25 13 31 Link Speed (mph) 30 30 40 40 Link Distance (ft) 399 1022 306 1182 Travel Time (s) 9.1 23.2 5.2 20.1 Confl. Peds. (#/hr) Confl. Bikes (Whr) 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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Adj. Flow (vph) 211 137 164 41 15 25 33 864 74 12 549 113 Shared Lane Traffic (%) Lane Group Flow (vph) 211 301 0 41 40 0 33 938 0 12 662 0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 Total Split (s) 20.0 20.0 20.0 20.0 40.0 40.0 40.0 40.0 Total Split (%) 33.3% 33.3% 33.3% 33.3% 66.7% 66.7% 66.7% 66.7% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None Min Min Min Min Act Effct Green (s) 12.7 12.7 12.7 12.7 30.8 30.8 30.8 30.8 Actuated g/C Ratio 0.24 0.24 0.24 0.24 0.59 0.59 0.59 0.59 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 12 Lanes, Volumes, Timings Southlake Office Plaza 2020 Background AM w Impr.syn 5: White Chapel Blvd & Highland St 7/7/2014 --1. .4--- t II i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.63 0.61 0.22 0.09 0.10 0.85 0.08 0.61 Control Delay 28.3 18.5 20.7 10.7 5.9 19.2 6.7 9.6 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 28.3 18.5 20.7 10.7 5.9 19.2 6.7 9.6 LOS C B C B A B A A Approach Delay 22.5 15.7 18.7 9.5 Approach LOS C B B A Queue Length 50th (ft) 66 61 12 4 4 222 2 115 Queue Length 95th (ft) 127 130 34 23 14 #499 8 209 Internal Link Dist (ft) 319 942 226 1102 Turn Bay Length (ft) 140 83 100 100 Base Capacity (vph) 438 616 242 559 412 1332 173 1318 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.48 0.49 0.17 0.07 0.08 0.70 0.07 0.50 Intersection Summary Area Type: Other Cycle Length: 60 Actuated Cycle Length: 51.9 Natural Cycle: 60 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 0.85 Intersection Signal Delay: 16.7 Intersection LOS: B Intersection Capacity Utilization 75.2% 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: 5: White Chapel Blvd & Hiahland St 02 40s 20s 6 03 40s 120S 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 13 Lanes, Volumes, Timings Southlake Office Plaza 2020 Background AM w Impr.syn 6: S H 114 E B F R 7/7/2014 -4. '4- Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations t+'+ r Volume (vph) 274 0 0 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 0 1 Taper Length (ft) 25 25 Lane Util. Factor 0.91 0.91 1.00 1.00 1.00 1.00 Ped Bike Factor Frt Flt Protected Satd. Flow (prot) 5085 0 0 0 0 1863 Flt Permitted Satd. Flow (perm) 5085 0 0 0 0 1863 Link Speed (mph) 45 45 30 Link Distance (ft) 547 346 188 Travel Time (s) 8.3 5.2 4.3 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 298 0 0 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 298 0 0 0 0 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 8.6% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 14 Lanes, Volumes, Timings Southlake Office Plaza 2020 Background AM w Impr.syn 7: Countryside Crt 7/7/2014 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations +' Volume (vph) 0 1 5 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt Flt Protected Satd. Flow (prot) 0 1863 1863 0 1863 0 Flt Permitted Satd. Flow (perm) 0 1863 1863 0 1863 0 Link Speed (mph) 30 30 30 Link Distance (ft) 354 308 125 Travel Time (s) 8.0 7.0 2.8 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 0 1 5 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 1 5 0 0 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 6.7% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 15 Lanes, Volumes, Tim ingsSouthlake Office Plaza 2020 Background PM 4-phase w widening.syn 1: White Chapel Blvd & E Kirkwood Blvd II 7/7/2014 t i Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations r Volume (vph) 265 18 388 208 12 225 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 1 1 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.953 Flt Protected 0.950 0.997 Satd. Flow (prot) 1770 1583 1775 0 0 1857 Flt Permitted 0.950 0.969 Satd. Flow (perm) 1770 1583 1775 0 0 1805 Right Turn on Red Yes Yes Satd. Flow (RTOR) 20 77 Link Speed (mph) 30 40 40 Link Distance (ft) 1241 979 903 Travel Time (s) 28.2 16.7 15.4 Confl. Peds. (#/hr) Confl. Bikes (Whr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 288 20 422 226 13 245 Shared Lane Traffic (%) Lane Group Flow (vph) 288 20 648 0 0 258 Turn Type Prot Perm NA Perm NA Protected Phases 8 2 6 Permitted Phases 8 6 Detector Phase 8 8 2 6 6 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 20.0 20.0 20.0 20.0 20.0 Total Split (s) 21.0 21.0 39.0 39.0 39.0 Total Split (%) 35.0% 35.0% 65.0% 65.0% 65.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 0.5 0.5 0.5 0.5 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None Min Min Min Act Effct Green (s) 12.0 12.0 23.6 23.6 Actuated g/C Ratio 0.27 0.27 0.54 0.54 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 1 Lanes, Volumes, Tim ingsSouthlake Office Plaza 2020 Background PM 4-phase w widening.syn 1: White Chapel Blvd & E Kirkwood Blvd II 7/7/2014 t i Lane Group WBL WBR NBT NBR SBL SBT v/c Ratio 0.59 0.04 0.66 0.27 Control Delay 20.4 7.7 10.5 6.7 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 20.4 7.7 10.5 6.7 LOS C A B A Approach Delay 19.6 10.5 6.7 Approach LOS B B A Queue Length 50th (ft) 50 0 79 28 Queue Length 95th (ft) 155 13 203 72 Internal Link Dist (ft) 1161 899 823 Turn Bay Length (ft) Base Capacity (vph) 711 648 1481 1493 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 0.41 0.03 0.44 0.17 Intersection Summary Area Type: Other Cycle Length: 60 Actuated Cycle Length: 43.9 Natural Cycle: 50 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 0.66 Intersection Signal Delay: 12.0 Intersection LOS: B Intersection Capacity Utilization 54.4% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 1: White Chapel Blvd & E Kirkwood Blvd 02 163 39Is T 06 39s 21s 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 2 Lanes, Volumes, Tim ingsSouthlake Office Plaza 2020 Background PM 4-phase w widening.syn 2: White Chapel Blvd & SH 114 WBFR II 7/7/2014 --1. t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) t tt tt Volume (vph) 0 0 0 541 929 370 166 627 0 0 1013 60 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 145 240 Storage Lanes 0 0 1 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 0.86 0.86 0.91 1.00 0.95 1.00 1.00 0.91 0.91 Ped Bike Factor Frt 0.960 0.992 Flt Protected 0.950 0.997 0.950 Satd. Flow (prot) 0 0 0 1522 4600 0 1770 3539 0 0 5045 0 Flt Permitted 0.950 0.997 0.098 Satd. Flow (perm) 0 0 0 1522 4600 0 183 3539 0 0 5045 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 72 6 Link Speed (mph) 45 45 40 40 Link Distance (ft) 1058 1357 519 443 Travel Time (s) 16.0 20.6 8.8 7.6 Confl. Peds. (#/hr) Confl. Bikes (Whr) Peak Hour Factor 1.00 1.00 1.00 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Adj. Flow (vph) 0 0 0 588 1010 402 180 682 0 0 1101 65 Shared Lane Traffic (%) 15% Lane Group Flow (vph) 0 0 0 500 1500 0 180 682 0 0 1166 0 Turn Type Perm NA pm+pt NA NA Protected Phases 8 14 5 5 6 6 Permitted Phases 8 14 5 6 Detector Phase 8 14 8 14 5 5 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 Minimum Split (s) 12.0 24.0 Total Split (s) 34.0 51.0 Total Split (%) 22.7% 34.0% Yellow Time (s) 4.5 4.5 All -Red Time (s) 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 Total Lost Time (s) 7.0 7.0 Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None Min Act Effct Green (s) 56.6 56.6 67.1 74.1 40.7 Actuated g/C Ratio 0.39 0.39 0.46 0.51 0.28 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 3 Lanes, Volumes, Tim ingsSouthlake Office Plaza 2020 Background PM 4-phase w widening.syn 2: White Chapel Blvd & SH 114 WBFR 7/7/2014 Lane Group 01 o2 o4 o8 010 o14 Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Grade (%) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (Whr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (Whr) Parking (#/hr) Mid -Block Traffic (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 1 2 4 8 10 14 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 10.0 5.0 5.0 4.0 5.0 Minimum Split (s) 12.0 24.0 30.0 30.0 20.0 12.0 Total Split (s) 88.0 37.0 11.0 51.0 14.0 14.0 Total Split (%) 59% 25% 7% 34% 9% 9% Yellow Time (s) 4.5 4.5 4.5 4.5 3.5 4.5 All -Red Time (s) 2.5 2.5 2.5 2.5 0.5 2.5 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode Min None None None None Min Act Effct Green (s) Actuated g/C Ratio 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 4 Lanes, Volumes, Tim ingsSouthlake Office Plaza 2020 Background PM 4-phase w widening.syn 2: White Chapel Blvd & SH 114 WBFR 7/7/2014 --1. .4--- t II i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.84 0.81 0.48 0.38 0.82 Control Delay 54.9 42.2 7.9 6.4 54.1 Queue Delay 0.0 0.0 0.0 0.9 0.1 Total Delay 54.9 42.2 7.9 7.3 54.1 LOS D D A A D Approach Delay 45.3 7.4 54.1 Approach LOS D A D Queue Length 50th (ft) 517 488 14 81 383 Queue Length 95th (ft) #750 557 m16 m105 442 Internal Link Dist (ft) 978 1277 439 363 Turn Bay Length (ft) Base Capacity (vph) 594 1841 382 1874 1542 Starvation Cap Reductn 0 0 0 859 0 Spillback Cap Reductn 0 0 0 0 24 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.84 0.81 0.47 0.67 0.77 Intersection Summary Area Type: Other Cycle Length: 150 Actuated Cycle Length: 144.8 Natural Cycle: 130 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 0.88 Intersection Signal Delay: 39.8 Intersection LOS: D Intersection Capacity Utilization 75.5% 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. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 2: White Chapel Blvd & SH 114 WBFR �3I} 3 �3 �3 T 14 2 --ft4 --410 0 1 37 s 11 1 s 88 s 4;:2 �2 �2I r2 � *_ 14 45 7t06 9 14s 1 E34s Esis 51s 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 5 Lanes, Volumes, Tim ingsSouthlake Office Plaza 2020 Background PM 4-phase w widening.syn 2: White Chapel Blvd & SH 114 WBFR 7/7/2014 Lane Group 01 o2 o4 o8 010 o14 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 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 6 Lanes, Volumes, Tim ingsSouthlake Office Plaza 2020 Background PM 4-phase w widening.syn 3: White Chapel Blvd & SH 114 EBFR II 7/7/2014 --1. t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4M tO Vii tt Volume (vph) 129 47 146 0 0 0 0 627 238 515 1017 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 130 130 0 0 Storage Lanes 1 0 0 0 1 1 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 0.91 0.91 0.95 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.95 1.00 Ped Bike Factor Frt 0.895 0.959 Flt Protected 0.950 0.996 0.950 Satd. Flow (prot) 1610 3022 0 0 0 0 0 4877 0 1770 3539 0 Flt Permitted 0.950 0.996 0.136 Satd. Flow (perm) 1610 3022 0 0 0 0 0 4877 0 253 3539 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 154 57 Link Speed (mph) 45 45 40 40 Link Distance (ft) 346 1069 247 519 Travel Time (s) 5.2 16.2 4.2 8.8 Confl. Peds. (#/hr) Confl. Bikes (Whr) 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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Adj. Flow (vph) 136 49 154 0 0 0 0 660 251 542 1071 0 Shared Lane Traffic (%) 13% Lane Group Flow (vph) 118 221 0 0 0 0 0 911 0 542 1071 0 Turn Type Perm NA NA pm+pt NA Protected Phases 4 10 2 1 12 Permitted Phases 4 10 12 Detector Phase 4 10 4 10 2 1 12 Switch Phase Minimum Initial (s) 10.0 5.0 Minimum Split (s) 24.0 12.0 Total Split (s) 37.0 88.0 Total Split (%) 24.7% 58.7% Yellow Time (s) 4.5 4.5 All -Red Time (s) 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 Total Lost Time (s) 7.0 7.0 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode None Min Act Effct Green (s) 17.0 17.0 29.5 106.8 113.8 Actuated g/C Ratio 0.12 0.12 0.20 0.74 0.79 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 7 Lanes, Volumes, Tim ingsSouthlake Office Plaza 2020 Background PM 4-phase w widening.syn 3: White Chapel Blvd & SH 114 EBFR 7/7/2014 Lane Group o4 o5 o6 o8 010 o14 Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Grade (%) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (Whr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (Whr) Parking (#/hr) Mid -Block Traffic (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 4 5 6 8 10 14 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 10.0 5.0 4.0 5.0 Minimum Split (s) 30.0 12.0 24.0 30.0 20.0 12.0 Total Split (s) 11.0 34.0 51.0 51.0 14.0 14.0 Total Split (%) 7% 23% 34% 34% 9% 9% Yellow Time (s) 4.5 4.5 4.5 4.5 3.5 4.5 All -Red Time (s) 2.5 2.5 2.5 2.5 0.5 2.5 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lead Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None None Min None None Min Act Effct Green (s) Actuated g/C Ratio 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 8 Lanes, Volumes, Tim ingsSouthlake Office Plaza 2020 Background PM 4-phase w widening.syn 3: White Chapel Blvd & SH 114 EBFR 7/7/2014 --1. .4--- t II i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.63 0.45 0.88 0.54 0.39 Control Delay 77.4 22.8 63.4 6.2 1.7 Queue Delay 0.0 0.0 0.0 2.6 1.5 Total Delay 77.4 22.8 63.4 8.8 3.2 LOS E C E A A Approach Delay 41.8 63.4 5.1 Approach LOS D E A Queue Length 50th (ft) 121 32 303 23 0 Queue Length 95th (ft) 201 78 #375 m266 0 Internal Link Dist (ft) 266 989 167 439 Turn Bay Length (ft) Base Capacity (vph) 200 512 1059 1042 2780 Starvation Cap Reductn 0 0 0 367 1448 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.59 0.43 0.86 0.80 0.80 Intersection Summary Area Type: Other Cycle Length: 150 Actuated Cycle Length: 144.8 Natural Cycle: 130 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 0.88 Intersection Signal Delay: 28.0 Intersection LOS: C Intersection Capacity Utilization 75.5% 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. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 3: White Chapel Blvd & SH 114 EBFR �3I} 3 �3 �3 T 14 2 --ft4 --410 0 1 37 s 11 1 s 88 s 4;:2 �2 �2I r2 � 14 45 7t06 � 8 14s 1 E34s Esis 51s 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 9 Lanes, Volumes, Tim ingsSouthlake Office Plaza 2020 Background PM 4-phase w widening.syn 3: White Chapel Blvd & SH 114 EBFR 7/7/2014 Lane Group o4 o5 o6 o8 010 o14 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 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 10 Lanes, Volumes, Tim ingsSouthlake Office Plaza 2020 Background PM 4-phase w widening.syn 4: White Chapel Blvd & Countryside Crt II 7/7/2014 t t Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations r Volume (vph) 17 13 4 849 1149 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 150 0 0 Storage Lanes 1 1 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.999 Flt Protected 0.950 Satd. Flow (prot) 1770 1583 0 1863 1861 0 Flt Permitted 0.950 Satd. Flow (perm) 1770 1583 0 1863 1861 0 Link Speed (mph) 30 40 40 Link Distance (ft) 308 1182 108 Travel Time (s) 7.0 20.1 1.8 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 18 14 4 884 1197 8 Shared Lane Traffic (%) Lane Group Flow (vph) 18 14 0 888 1205 0 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 71.0% ICU Level of Service C Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 11 Lanes, Volumes, Tim ingsSouthlake Office Plaza 2020 Background PM 4-phase w widening.syn 5: White Chapel Blvd & Highland St II 7/7/2014 --1. t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� Volume (vph) 69 45 55 84 19 10 62 757 33 0 1077 72 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 140 0 83 0 100 0 100 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.918 0.948 0.994 0.991 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 1770 1710 0 1770 1766 0 1770 1852 0 1863 1846 0 Flt Permitted 0.738 0.691 0.124 Satd. Flow (perm) 1375 1710 0 1287 1766 0 231 1852 0 1863 1846 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 56 10 6 10 Link Speed (mph) 30 30 40 40 Link Distance (ft) 399 1022 306 1182 Travel Time (s) 9.1 23.2 5.2 20.1 Confl. Peds. (#/hr) Confl. Bikes (Whr) Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Adj. Flow (vph) 70 46 56 86 19 10 63 772 34 0 1099 73 Shared Lane Traffic (%) Lane Group Flow (vph) 70 102 0 86 29 0 63 806 0 0 1172 0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 Total Split (s) 21.0 21.0 21.0 21.0 69.0 69.0 69.0 69.0 Total Split (%) 23.3% 23.3% 23.3% 23.3% 76.7% 76.7% 76.7% 76.7% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None Min Min Min Min Act Effct Green (s) 10.7 10.7 10.8 10.8 53.9 53.9 53.9 Actuated g/C Ratio 0.16 0.16 0.16 0.16 0.79 0.79 0.79 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 12 Lanes, Volumes, Tim ingsSouthlake Office Plaza 2020 Background PM 4-phase w widening.syn 5: White Chapel Blvd & Highland St 7/7/2014 --1. .4--- t II i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.33 0.32 0.42 0.10 0.35 0.55 0.81 Control Delay 34.7 19.4 37.5 23.8 10.4 6.2 13.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 34.7 19.4 37.5 23.8 10.4 6.2 13.1 LOS C B D C B A B Approach Delay 25.6 34.1 6.5 13.1 Approach LOS C C A B Queue Length 50th (ft) 27 18 34 7 8 126 283 Queue Length 95th (ft) 73 66 88 32 39 273 #836 Internal Link Dist (ft) 319 942 226 1102 Turn Bay Length (ft) 140 83 100 Base Capacity (vph) 377 510 353 492 203 1633 1628 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.19 0.20 0.24 0.06 0.31 0.49 0.72 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 68.5 Natural Cycle: 75 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 0.81 Intersection Signal Delay: 12.6 Intersection LOS: B Intersection Capacity Utilization 79.0% 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: 5: White Chapel Blvd & Hiahland St 02 4 69s i2l 21S 46 08 69s s 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 13 Lanes, Volumes, Tim ingsSouthlake Office Plaza 2020 Background PM 4-phase w widening.syn 6: S H 114 E B F R 7/7/2014 -4. '4- Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations t+'+ r Volume (vph) 341 0 0 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 0 1 Taper Length (ft) 25 25 Lane Util. Factor 0.91 0.91 1.00 1.00 1.00 1.00 Ped Bike Factor Frt Flt Protected Satd. Flow (prot) 5085 0 0 0 0 1863 Flt Permitted Satd. Flow (perm) 5085 0 0 0 0 1863 Link Speed (mph) 45 45 30 Link Distance (ft) 547 346 177 Travel Time (s) 8.3 5.2 4.0 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 371 0 0 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 371 0 0 0 0 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 9.9% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 14 Lanes, Volumes, Tim ingsSouthlake Office Plaza 2020 Background PM 4-phase w widening.syn 7: Countryside Crt 7/7/2014 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations +' Volume (vph) 0 6 3 0 0 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt Flt Protected Satd. Flow (prot) 0 1863 1863 0 1863 0 Flt Permitted Satd. Flow (perm) 0 1863 1863 0 1863 0 Link Speed (mph) 30 30 30 Link Distance (ft) 355 308 112 Travel Time (s) 8.1 7.0 2.5 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 0 7 3 0 0 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 7 3 0 0 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 6.7% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 15 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total AM.syn 1: White Chapel Blvd & E Kirkwood Blvd 7/7/2014 t II i Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations r Volume (vph) 125 12 344 160 17 386 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 1 1 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.957 Flt Protected 0.950 0.998 Satd. Flow (prot) 1770 1583 1783 0 0 1859 Flt Permitted 0.950 0.998 Satd. Flow (perm) 1770 1583 1783 0 0 1859 Link Speed (mph) 30 40 40 Link Distance (ft) 1241 979 903 Travel Time (s) 28.2 16.7 15.4 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 136 13 374 174 18 420 Shared Lane Traffic (%) Lane Group Flow (vph) 136 13 548 0 0 438 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 47.7% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 1 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total AM.syn 2: White Chapel Blvd & SH 114 WBFR II 7/7/2014 --1. t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4M tt tt Volume (vph) 0 0 0 337 64 228 123 613 0 0 641 37 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 145 240 Storage Lanes 0 0 1 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 0.91 0.91 0.95 1.00 0.95 1.00 1.00 0.91 0.91 Ped Bike Factor Frt 0.917 0.992 Flt Protected 0.950 0.986 0.950 Satd. Flow (prot) 0 0 0 1610 3065 0 1770 3539 0 0 5045 0 Flt Permitted 0.950 0.986 0.354 Satd. Flow (perm) 0 0 0 1610 3065 0 659 3539 0 0 5045 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 248 13 Link Speed (mph) 45 45 40 40 Link Distance (ft) 1058 1357 519 443 Travel Time (s) 16.0 20.6 8.8 7.6 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 1.00 1.00 1.00 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Adj. Flow (vph) 0 0 0 366 70 248 134 666 0 0 697 40 Shared Lane Traffic (%) 35% Lane Group Flow (vph) 0 0 0 238 446 0 134 666 0 0 737 0 Turn Type Perm NA pm+pt NA NA Protected Phases 8 5 2 6 Permitted Phases 8 2 Detector Phase 8 8 5 2 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 10.0 10.0 Minimum Split (s) 30.0 30.0 12.0 24.0 24.0 Total Split (s) 25.0 25.0 15.0 35.0 35.0 Total Split (%) 33.3% 33.3% 20.0% 46.7% 46.7% Yellow Time (s) 4.5 4.5 4.5 4.5 4.5 All -Red Time (s) 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode None None None None Min Act Effct Green (s) 13.3 13.3 29.9 21.2 23.9 Actuated g/C Ratio 0.21 0.21 0.47 0.33 0.37 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 2 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total AM.syn 2: White Chapel Blvd & SH 114 WBFR 7/7/2014 Lane Group 01 o4 Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Grade (%) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (Whr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (Whr) Parking (#/hr) Mid -Block Traffic (%) 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 7:30 am 5/29/2014 Baseline 5.0 5.0 12.0 30.0 15.0 25.0 20% 33% 4.5 4.5 2.5 2.5 Lag Yes Min None Synchro 8 Report Page 3 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total AM.syn 2: White Chapel Blvd & SH 114 WBFR 7/7/2014 --1. .4--- t II i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.71 0.54 0.29 0.57 0.39 Control Delay 37.3 12.9 5.5 11.3 17.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 37.3 12.9 5.5 11.3 17.1 LOS D B A B B Approach Delay 21.4 10.3 17.1 Approach LOS C B B Queue Length 50th (ft) 96 36 14 61 84 Queue Length 95th (ft) 189 82 27 84 118 Internal Link Dist (ft) 978 1277 439 363 Turn Bay Length (ft) Base Capacity (vph) 462 1056 476 1579 2260 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 0.42 0.28 0.42 0.33 Intersection Summary Area Type: Other Cycle Length: 75 Actuated Cycle Length: 64.3 Natural Cycle: 75 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 1.05 Intersection Signal Delay: 16.0 Intersection LOS: B Intersection Capacity Utilization 62.4% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 2: White Chapel Blvd & SH 114 WBFR �2 3 } I t02 ;;3 o1 =3 �44 ass 15s 25s �2 3 06 r2 05 =2 03 ass M15s I Ill 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 4 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total AM.syn 2: White Chapel Blvd & SH 114 WBFR 7/7/2014 Lane Group 01 o4 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 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 5 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total AM.syn 3: White Chapel Blvd & SH 114 EBFR II 7/7/2014 --1. t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4M tO Vii tt Volume (vph) 122 46 112 0 0 0 0 585 412 338 623 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 130 130 0 0 Storage Lanes 1 0 0 0 1 1 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 0.91 0.91 0.95 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.95 1.00 Ped Bike Factor Frt 0.908 0.938 Flt Protected 0.950 0.993 0.950 Satd. Flow (prot) 1610 3057 0 0 0 0 0 4770 0 1770 3539 0 Flt Permitted 0.950 0.993 0.193 Satd. Flow (perm) 1610 3057 0 0 0 0 0 4770 0 360 3539 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 122 270 Link Speed (mph) 45 45 40 40 Link Distance (ft) 346 1069 247 519 Travel Time (s) 5.2 16.2 4.2 8.8 Confl. Peds. (#/hr) Confl. Bikes (#/hr) 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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Adj. Flow (vph) 133 50 122 0 0 0 0 636 448 367 677 0 Shared Lane Traffic (%) 20% Lane Group Flow (vph) 106 199 0 0 0 0 0 1084 0 367 677 0 Turn Type Perm NA NA pm+pt NA Protected Phases 4 2 1 6 Permitted Phases 4 6 Detector Phase 4 4 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 10.0 5.0 10.0 Minimum Split (s) 30.0 30.0 24.0 12.0 24.0 Total Split (s) 25.0 25.0 35.0 15.0 35.0 Total Split (%) 33.3% 33.3% 46.7% 20.0% 46.7% Yellow Time (s) 4.5 4.5 4.5 4.5 4.5 All -Red Time (s) 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode None None None Min Min Act Effct Green (s) 13.3 13.3 21.2 30.0 23.9 Actuated g/C Ratio 0.21 0.21 0.33 0.47 0.37 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 6 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total AM.syn 3: White Chapel Blvd & SH 114 EBFR 7/7/2014 Lane Group o5 o8 Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Grade (%) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (Whr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (Whr) Parking (#/hr) Mid -Block Traffic (%) 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 7:30 am 5/29/2014 Baseline 5.0 5.0 12.0 30.0 15.0 25.0 20% 33% 4.5 4.5 2.5 2.5 Lag Yes None None Synchro 8 Report Page 7 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total AM.syn 3: White Chapel Blvd & SH 114 EBFR 7/7/2014 --1. .4--- t II i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.32 0.27 0.62 1.05 0.51 Control Delay 25.5 10.8 14.9 86.7 9.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 25.5 10.8 14.9 86.7 9.0 LOS C B B F A Approach Delay 15.9 14.9 36.3 Approach LOS B B D Queue Length 50th (ft) 39 13 93 -133 65 Queue Length 95th (ft) 89 42 144 #342 98 Internal Link Dist (ft) 266 989 167 439 Turn Bay Length (ft) Base Capacity (vph) 462 964 2278 348 1581 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 0.23 0.21 0.48 1.05 0.43 Intersection Summary Area Type: Other Cycle Length: 75 Actuated Cycle Length: 64.3 Natural Cycle: 75 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 1.05 Intersection Signal Delay: 24.2 Intersection LOS: C Intersection Capacity Utilization 62.4% ICU Level of Service B 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: 3: White Chapel Blvd & SH 114 EBFR �2 �3 } I t02 �3 14po � 3 �44 ass 15s 25s �2 3 06 2 05 r2 08 ass M15s I Ills 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 8 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total AM.syn 3: White Chapel Blvd & SH 114 EBFR 7/7/2014 Lane Group o5 o8 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 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 9 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total AM.syn 4: White Chapel Blvd 7/7/2014 t t II Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations r Volume (vph) 3 14 79 1000 643 87 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 150 0 0 Storage Lanes 1 1 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.984 Flt Protected 0.950 0.996 Satd. Flow (prot) 1770 1583 0 1855 1833 0 Flt Permitted 0.950 0.996 Satd. Flow (perm) 1770 1583 0 1855 1833 0 Link Speed (mph) 30 40 40 Link Distance (ft) 308 1182 108 Travel Time (s) 7.0 20.1 1.8 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 3 15 82 1042 670 91 Shared Lane Traffic (%) Lane Group Flow (vph) 3 15 0 1124 761 0 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 109.5% ICU Level of Service H Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 10 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total AM.syn 5: White Chapel Blvd & Highland St 7/7/2014 --1. .4--- t II i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� Volume (vph) 194 126 151 38 14 23 30 862 68 11 520 104 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 140 0 83 0 100 0 100 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.918 0.906 0.989 0.975 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1710 0 1770 1688 0 1770 1842 0 1770 1816 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1710 0 1770 1688 0 1770 1842 0 1770 1816 0 Link Speed (mph) 30 30 40 40 Link Distance (ft) 399 1022 306 1182 Travel Time (s) 9.1 23.2 5.2 20.1 Confl. Peds. (#/hr) Confl. Bikes (#/hr) 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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Adj. Flow (vph) 211 137 164 41 15 25 33 937 74 12 565 113 Shared Lane Traffic (%) Lane Group Flow (vph) 211 301 0 41 40 0 33 1011 0 12 678 0 Sign Control Stop Stop Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 78.7% ICU Level of Service D Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 11 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total AM.syn 6: S H 114 E B F R 7/7/2014 -4. '4- Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations t+'+ r Volume (vph) 274 23 0 0 0 23 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 0 1 Taper Length (ft) 25 25 Lane Util. Factor 0.91 0.91 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.988 0.865 Flt Protected Satd. Flow (prot) 5024 0 0 0 0 1611 Flt Permitted Satd. Flow (perm) 5024 0 0 0 0 1611 Link Speed (mph) 45 45 30 Link Distance (ft) 547 346 122 Travel Time (s) 8.3 5.2 2.8 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 298 25 0 0 0 25 Shared Lane Traffic (%) Lane Group Flow (vph) 323 0 0 0 0 25 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 15.8% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 12 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total AM.syn 7: Countryside Crt 7/7/2014 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations +' Volume (vph) 0 1 5 135 12 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.869 Flt Protected 0.950 Satd. Flow (prot) 0 1863 1619 0 1770 0 Flt Permitted 0.950 Satd. Flow (perm) 0 1863 1619 0 1770 0 Link Speed (mph) 30 30 30 Link Distance (ft) 357 308 111 Travel Time (s) 8.1 7.0 2.5 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 0 1 5 147 13 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 1 152 0 13 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 18.6% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 13 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total AM w Impr.syn 1: White Chapel Blvd & E Kirkwood Blvd II 7/7/2014 t i Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations r Volume (vph) 125 12 344 160 17 386 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 1 1 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.957 Flt Protected 0.950 0.998 Satd. Flow (prot) 1770 1583 1783 0 0 1859 Flt Permitted 0.950 0.976 Satd. Flow (perm) 1770 1583 1783 0 0 1818 Right Turn on Red Yes Yes Satd. Flow (RTOR) 13 70 Link Speed (mph) 30 40 40 Link Distance (ft) 1241 979 903 Travel Time (s) 28.2 16.7 15.4 Confl. Peds. (#/hr) Confl. Bikes (Whr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 136 13 374 174 18 420 Shared Lane Traffic (%) Lane Group Flow (vph) 136 13 548 0 0 438 Turn Type Prot Perm NA Perm NA Protected Phases 8 2 6 Permitted Phases 8 6 Detector Phase 8 8 2 6 6 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 20.0 20.0 20.0 20.0 20.0 Total Split (s) 20.0 20.0 40.0 40.0 40.0 Total Split (%) 33.3% 33.3% 66.7% 66.7% 66.7% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 0.5 0.5 0.5 0.5 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None Min Min Min Act Effct Green (s) 8.5 8.5 24.6 24.6 Actuated g/C Ratio 0.23 0.23 0.66 0.66 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 1 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total AM w Impr.syn 1: White Chapel Blvd & E Kirkwood Blvd 7/7/2014 t II i Lane Group WBL WBR NBT NBR SBL SBT v/c Ratio 0.34 0.04 0.46 0.37 Control Delay 15.5 7.3 6.0 5.9 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 15.5 7.3 6.0 5.9 LOS B A A A Approach Delay 14.8 6.0 5.9 Approach LOS B A A Queue Length 50th (ft) 25 0 47 42 Queue Length 95th (ft) 60 9 122 101 Internal Link Dist (ft) 1161 899 823 Turn Bay Length (ft) Base Capacity (vph) 784 708 1640 1667 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 0.17 0.02 0.33 0.26 Intersection Summary Area Type: Other Cycle Length: 60 Actuated Cycle Length: 37.4 Natural Cycle: 40 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 0.46 Intersection Signal Delay: 7.1 Intersection LOS: A Intersection Capacity Utilization 47.7% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 1: White Chapel Blvd & E Kirkwood Blvd 02 3 40Is T 06 40 s 120S 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 2 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total AM w Impr.syn 2: White Chapel Blvd & SH 114 WBFR II 7/7/2014 --1. t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4M tt tt Volume (vph) 0 0 0 337 64 228 123 613 0 0 641 37 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 145 240 Storage Lanes 0 0 1 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 0.91 0.91 0.95 1.00 0.95 1.00 1.00 0.91 0.91 Ped Bike Factor Frt 0.917 0.992 Flt Protected 0.950 0.986 0.950 Satd. Flow (prot) 0 0 0 1610 3065 0 1770 3539 0 0 5045 0 Flt Permitted 0.950 0.986 0.354 Satd. Flow (perm) 0 0 0 1610 3065 0 659 3539 0 0 5045 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 248 13 Link Speed (mph) 45 45 40 40 Link Distance (ft) 1058 1357 519 443 Travel Time (s) 16.0 20.6 8.8 7.6 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 1.00 1.00 1.00 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Adj. Flow (vph) 0 0 0 366 70 248 134 666 0 0 697 40 Shared Lane Traffic (%) 35% Lane Group Flow (vph) 0 0 0 238 446 0 134 666 0 0 737 0 Turn Type Perm NA pm+pt NA NA Protected Phases 8 5 2 6 Permitted Phases 8 2 Detector Phase 8 8 5 2 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 10.0 10.0 Minimum Split (s) 30.0 30.0 12.0 24.0 24.0 Total Split (s) 25.0 25.0 15.0 35.0 35.0 Total Split (%) 33.3% 33.3% 20.0% 46.7% 46.7% Yellow Time (s) 4.5 4.5 4.5 4.5 4.5 All -Red Time (s) 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode None None None None Min Act Effct Green (s) 13.3 13.3 29.9 21.2 23.9 Actuated g/C Ratio 0.21 0.21 0.47 0.33 0.37 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 3 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total AM w Impr.syn 2: White Chapel Blvd & SH 114 WBFR 7/7/2014 Lane Group 01 o4 Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Grade (%) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (Whr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (Whr) Parking (#/hr) Mid -Block Traffic (%) 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 7:30 am 5/29/2014 Baseline 5.0 5.0 12.0 30.0 15.0 25.0 20% 33% 4.5 4.5 2.5 2.5 Lag Yes Min None Synchro 8 Report Page 4 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total AM w Impr.syn 2: White Chapel Blvd & SH 114 WBFR 7/7/2014 --1. .4--- t II i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.71 0.54 0.29 0.57 0.39 Control Delay 37.3 12.9 5.5 11.3 17.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 37.3 12.9 5.5 11.3 17.1 LOS D B A B B Approach Delay 21.4 10.3 17.1 Approach LOS C B B Queue Length 50th (ft) 96 36 14 61 84 Queue Length 95th (ft) 189 82 27 84 118 Internal Link Dist (ft) 978 1277 439 363 Turn Bay Length (ft) Base Capacity (vph) 462 1056 476 1579 2260 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 0.42 0.28 0.42 0.33 Intersection Summary Area Type: Other Cycle Length: 75 Actuated Cycle Length: 64.3 Natural Cycle: 75 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 1.05 Intersection Signal Delay: 16.0 Intersection LOS: B Intersection Capacity Utilization 62.4% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 2: White Chapel Blvd & SH 114 WBFR �2 3 } I t02 ;;3 o1 =3 �44 ass 15s 25s �2 3 06 r2 05 =2 03 ass M15s I Ill 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 5 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total AM w Impr.syn 2: White Chapel Blvd & SH 114 WBFR 7/7/2014 Lane Group 01 o4 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 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 6 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total AM w Impr.syn 3: White Chapel Blvd & SH 114 EBFR II 7/7/2014 --1. t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4M tO Vii tt Volume (vph) 122 46 112 0 0 0 0 585 412 338 623 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 130 130 0 0 Storage Lanes 1 0 0 0 1 1 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 0.91 0.91 0.95 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.95 1.00 Ped Bike Factor Frt 0.908 0.938 Flt Protected 0.950 0.993 0.950 Satd. Flow (prot) 1610 3057 0 0 0 0 0 4770 0 1770 3539 0 Flt Permitted 0.950 0.993 0.193 Satd. Flow (perm) 1610 3057 0 0 0 0 0 4770 0 360 3539 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 122 270 Link Speed (mph) 45 45 40 40 Link Distance (ft) 346 1069 247 519 Travel Time (s) 5.2 16.2 4.2 8.8 Confl. Peds. (#/hr) Confl. Bikes (#/hr) 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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Adj. Flow (vph) 133 50 122 0 0 0 0 636 448 367 677 0 Shared Lane Traffic (%) 20% Lane Group Flow (vph) 106 199 0 0 0 0 0 1084 0 367 677 0 Turn Type Perm NA NA pm+pt NA Protected Phases 4 2 1 6 Permitted Phases 4 6 Detector Phase 4 4 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 10.0 5.0 10.0 Minimum Split (s) 30.0 30.0 24.0 12.0 24.0 Total Split (s) 25.0 25.0 35.0 15.0 35.0 Total Split (%) 33.3% 33.3% 46.7% 20.0% 46.7% Yellow Time (s) 4.5 4.5 4.5 4.5 4.5 All -Red Time (s) 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode None None None Min Min Act Effct Green (s) 13.3 13.3 21.2 30.0 23.9 Actuated g/C Ratio 0.21 0.21 0.33 0.47 0.37 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 7 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total AM w Impr.syn 3: White Chapel Blvd & SH 114 EBFR 7/7/2014 Lane Group o5 o8 Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Grade (%) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (Whr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (Whr) Parking (#/hr) Mid -Block Traffic (%) 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 7:30 am 5/29/2014 Baseline 5.0 5.0 12.0 30.0 15.0 25.0 20% 33% 4.5 4.5 2.5 2.5 Lag Yes None None Synchro 8 Report Page 8 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total AM w Impr.syn 3: White Chapel Blvd & SH 114 EBFR 7/7/2014 --1. .4--- t II i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.32 0.27 0.62 1.05 0.51 Control Delay 25.5 10.8 14.9 86.7 9.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 25.5 10.8 14.9 86.7 9.0 LOS C B B F A Approach Delay 15.9 14.9 36.3 Approach LOS B B D Queue Length 50th (ft) 39 13 93 -133 65 Queue Length 95th (ft) 89 42 144 #342 98 Internal Link Dist (ft) 266 989 167 439 Turn Bay Length (ft) Base Capacity (vph) 462 964 2278 348 1581 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 0.23 0.21 0.48 1.05 0.43 Intersection Summary Area Type: Other Cycle Length: 75 Actuated Cycle Length: 64.3 Natural Cycle: 75 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 1.05 Intersection Signal Delay: 24.2 Intersection LOS: C Intersection Capacity Utilization 62.4% ICU Level of Service B 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: 3: White Chapel Blvd & SH 114 EBFR �2 �3 } I t02 �3 14po � 3 �44 ass 15s 25s �2 3 06 2 05 r2 08 ass M15s I Ills 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 9 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total AM w Impr.syn 3: White Chapel Blvd & SH 114 EBFR 7/7/2014 Lane Group o5 o8 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 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 10 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total AM w Impr.syn 4: White Chapel Blvd 7/7/2014 t t II Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations r Volume (vph) 3 14 79 1000 643 87 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 150 0 0 Storage Lanes 1 1 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.984 Flt Protected 0.950 0.996 Satd. Flow (prot) 1770 1583 0 1855 1833 0 Flt Permitted 0.950 0.996 Satd. Flow (perm) 1770 1583 0 1855 1833 0 Link Speed (mph) 30 40 40 Link Distance (ft) 308 1182 108 Travel Time (s) 7.0 20.1 1.8 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 3 15 82 1042 670 91 Shared Lane Traffic (%) Lane Group Flow (vph) 3 15 0 1124 761 0 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 109.5% ICU Level of Service H Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 11 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total AM w Impr.syn 5: White Chapel Blvd & Highland St II 7/7/2014 --1. t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� Volume (vph) 194 126 151 38 14 23 30 862 68 11 520 104 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 140 0 83 0 100 0 100 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.918 0.906 0.989 0.975 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1710 0 1770 1688 0 1770 1842 0 1770 1816 0 Flt Permitted 0.731 0.386 0.301 0.120 Satd. Flow (perm) 1362 1710 0 719 1688 0 561 1842 0 224 1816 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 98 25 12 30 Link Speed (mph) 30 30 40 40 Link Distance (ft) 399 1022 306 1182 Travel Time (s) 9.1 23.2 5.2 20.1 Confl. Peds. (#/hr) Confl. Bikes (Whr) 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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Adj. Flow (vph) 211 137 164 41 15 25 33 937 74 12 565 113 Shared Lane Traffic (%) Lane Group Flow (vph) 211 301 0 41 40 0 33 1011 0 12 678 0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 Total Split (s) 20.0 20.0 20.0 20.0 40.0 40.0 40.0 40.0 Total Split (%) 33.3% 33.3% 33.3% 33.3% 66.7% 66.7% 66.7% 66.7% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None Min Min Min Min Act Effct Green (s) 12.9 12.9 12.9 12.9 33.3 33.3 33.3 33.3 Actuated g/C Ratio 0.24 0.24 0.24 0.24 0.61 0.61 0.61 0.61 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 12 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total AM w Impr.syn 5: White Chapel Blvd & Highland St 7/7/2014 --1. .4--- t II i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.65 0.63 0.24 0.10 0.10 0.89 0.09 0.60 Control Delay 29.9 19.2 21.5 10.6 5.9 22.9 6.9 9.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 29.9 19.2 21.5 10.6 5.9 22.9 6.9 9.5 LOS C B C B A C A A Approach Delay 23.6 16.1 22.4 9.5 Approach LOS C B C A Queue Length 50th (ft) 66 61 11 4 4 261 2 120 Queue Length 95th (ft) 127 130 35 23 14 #562 8 218 Internal Link Dist (ft) 319 942 226 1102 Turn Bay Length (ft) 140 83 100 100 Base Capacity (vph) 410 583 216 526 380 1253 152 1241 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.51 0.52 0.19 0.08 0.09 0.81 0.08 0.55 Intersection Summary Area Type: Other Cycle Length: 60 Actuated Cycle Length: 54.4 Natural Cycle: 60 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 0.89 Intersection Signal Delay: 18.6 Intersection LOS: B Intersection Capacity Utilization 78.7% 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: 5: White Chapel Blvd & Hiahland St 02 40s 20s 6 03 40s 120S 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 13 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total AM w Impr.syn 6: S H 114 E B F R 7/7/2014 -4. '4- Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations t+'+ r Volume (vph) 274 23 0 0 0 23 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 0 1 Taper Length (ft) 25 25 Lane Util. Factor 0.91 0.91 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.988 0.865 Flt Protected Satd. Flow (prot) 5024 0 0 0 0 1611 Flt Permitted Satd. Flow (perm) 5024 0 0 0 0 1611 Link Speed (mph) 45 45 30 Link Distance (ft) 547 346 122 Travel Time (s) 8.3 5.2 2.8 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 298 25 0 0 0 25 Shared Lane Traffic (%) Lane Group Flow (vph) 323 0 0 0 0 25 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 15.8% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 14 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total AM w Impr.syn 7: Countryside Crt 7/7/2014 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations +' Volume (vph) 0 1 5 135 12 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.869 Flt Protected 0.950 Satd. Flow (prot) 0 1863 1619 0 1770 0 Flt Permitted 0.950 Satd. Flow (perm) 0 1863 1619 0 1770 0 Link Speed (mph) 30 30 30 Link Distance (ft) 357 308 111 Travel Time (s) 8.1 7.0 2.5 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 0 1 5 147 13 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 1 152 0 13 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 18.6% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 15 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total PM.syn 1: White Chapel Blvd & E Kirkwood Blvd 7/7/2014 t II i Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations r Volume (vph) 265 18 394 208 12 227 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 1 1 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.953 Flt Protected 0.950 0.998 Satd. Flow (prot) 1770 1583 1775 0 0 1859 Flt Permitted 0.950 0.998 Satd. Flow (perm) 1770 1583 1775 0 0 1859 Link Speed (mph) 30 40 40 Link Distance (ft) 1241 979 903 Travel Time (s) 28.2 16.7 15.4 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 288 20 428 226 13 247 Shared Lane Traffic (%) Lane Group Flow (vph) 288 20 654 0 0 260 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 54.8% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 1 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total PM.syn 2: White Chapel Blvd & SH 114 WBFR II 7/7/2014 --1. t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4M tt tt Volume (vph) 0 0 0 567 929 370 168 633 0 0 1015 60 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 145 240 Storage Lanes 0 0 1 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 0.91 0.91 0.95 1.00 0.95 1.00 1.00 0.91 0.91 Ped Bike Factor Frt 0.959 0.992 Flt Protected 0.950 0.998 0.950 Satd. Flow (prot) 0 0 0 1610 3245 0 1770 3539 0 0 5045 0 Flt Permitted 0.950 0.998 0.180 Satd. Flow (perm) 0 0 0 1610 3245 0 335 3539 0 0 5045 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 62 14 Link Speed (mph) 45 45 40 40 Link Distance (ft) 1058 1357 519 443 Travel Time (s) 16.0 20.6 8.8 7.6 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 1.00 1.00 1.00 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Adj. Flow (vph) 0 0 0 616 1010 402 183 688 0 0 1103 65 Shared Lane Traffic (%) 10% Lane Group Flow (vph) 0 0 0 554 1474 0 183 688 0 0 1168 0 Turn Type Perm NA pm+pt NA NA Protected Phases 8 5 2 6 Permitted Phases 8 2 Detector Phase 8 8 5 2 6 Switch Phase Minimum Initial (s) 5.0 5.0 5.0 10.0 10.0 Minimum Split (s) 30.0 30.0 12.0 24.0 24.0 Total Split (s) 25.0 25.0 15.0 35.0 35.0 Total Split (%) 33.3% 33.3% 20.0% 46.7% 46.7% Yellow Time (s) 4.5 4.5 4.5 4.5 4.5 All -Red Time (s) 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode None None None None Min Act Effct Green (s) 18.0 18.0 29.3 22.2 27.3 Actuated g/C Ratio 0.25 0.25 0.40 0.30 0.37 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 2 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total PM.syn 2: White Chapel Blvd & SH 114 WBFR 7/7/2014 Lane Group 01 o4 Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Grade (%) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (Whr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (Whr) Parking (#/hr) Mid -Block Traffic (%) 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 7:30 am 5/29/2014 Baseline 5.0 5.0 12.0 30.0 15.0 25.0 20% 33% 4.5 4.5 2.5 2.5 Lag Yes Min None Synchro 8 Report Page 3 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total PM.syn 2: White Chapel Blvd & SH 114 WBFR 7/7/2014 --1. .4--- t II i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 1.40 1.75 0.68 0.64 0.62 Control Delay 223.3 365.3 26.0 12.9 20.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 223.3 365.3 26.0 12.9 20.4 LOS F F C B C Approach Delay 326.5 15.6 20.4 Approach LOS F B C Queue Length 50th (ft) -391 -571 40 68 156 Queue Length 95th (ft) #593 #709 79 83 200 Internal Link Dist (ft) 978 1277 439 363 Turn Bay Length (ft) Base Capacity (vph) 395 842 294 1351 1935 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 1.40 1.75 0.62 0.51 0.60 Intersection Summary Area Type: Other Cycle Length: 75 Actuated Cycle Length: 73.4 Natural Cycle: 120 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 1.75 Intersection Signal Delay: 172.0 Intersection LOS: F Intersection Capacity Utilization 83.7% 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. Splits and Phases: 2: White Chapel Blvd & SH 114 WBFR �2 �3 } I t02 �3 14po � 3 �44 ass 15s 25s �2 3 06 2 05 r2 08 ass M15s I Ills 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 4 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total PM.syn 2: White Chapel Blvd & SH 114 WBFR 7/7/2014 Lane Group 01 o4 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 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 5 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total PM.syn 3: White Chapel Blvd & SH 114 EBFR II 7/7/2014 --1. t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4M tO Vii tt Volume (vph) 134 127 193 0 0 0 0 630 241 515 1045 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 130 130 0 0 Storage Lanes 1 0 0 0 1 1 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 0.91 0.91 0.95 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.95 1.00 Ped Bike Factor Frt 0.913 0.958 Flt Protected 0.950 0.998 0.950 Satd. Flow (prot) 1610 3089 0 0 0 0 0 4872 0 1770 3539 0 Flt Permitted 0.950 0.998 0.247 Satd. Flow (perm) 1610 3089 0 0 0 0 0 4872 0 460 3539 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 203 147 Link Speed (mph) 45 45 40 40 Link Distance (ft) 346 1069 247 519 Travel Time (s) 5.2 16.2 4.2 8.8 Confl. Peds. (#/hr) Confl. Bikes (#/hr) 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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Adj. Flow (vph) 141 134 203 0 0 0 0 663 254 542 1100 0 Shared Lane Traffic (%) 10% Lane Group Flow (vph) 127 351 0 0 0 0 0 917 0 542 1100 0 Turn Type Perm NA NA pm+pt NA Protected Phases 4 2 1 6 Permitted Phases 4 6 Detector Phase 4 4 2 1 6 Switch Phase Minimum Initial (s) 5.0 5.0 10.0 5.0 10.0 Minimum Split (s) 30.0 30.0 24.0 12.0 24.0 Total Split (s) 25.0 25.0 35.0 15.0 35.0 Total Split (%) 33.3% 33.3% 46.7% 20.0% 46.7% Yellow Time (s) 4.5 4.5 4.5 4.5 4.5 All -Red Time (s) 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 7.0 7.0 Lead/Lag Lead Lag Lead Lead -Lag Optimize? Yes Yes Yes Recall Mode None None None Min Min Act Effct Green (s) 18.0 18.0 22.2 38.7 27.3 Actuated g/C Ratio 0.25 0.25 0.30 0.53 0.37 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 6 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total PM.syn 3: White Chapel Blvd & SH 114 EBFR 7/7/2014 Lane Group o5 o8 Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Grade (%) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (Whr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (Whr) Parking (#/hr) Mid -Block Traffic (%) 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 7:30 am 5/29/2014 Baseline 5.0 5.0 12.0 30.0 15.0 25.0 20% 33% 4.5 4.5 2.5 2.5 Lag Yes None None Synchro 8 Report Page 7 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total PM.syn 3: White Chapel Blvd & SH 114 EBFR 7/7/2014 --1. .4--- t II i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.32 0.39 0.58 1.18 0.84 Control Delay 26.1 11.4 19.1 114.2 12.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 Total Delay 26.1 11.4 19.1 114.2 12.1 LOS C B B F B Approach Delay 15.3 19.1 45.8 Approach LOS B B D Queue Length 50th (ft) 53 30 108 -222 132 Queue Length 95th (ft) 104 65 131 m#415 m135 Internal Link Dist (ft) 266 989 167 439 Turn Bay Length (ft) Base Capacity (vph) 395 911 1951 459 1351 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 0.32 0.39 0.47 1.18 0.81 Intersection Summary Area Type: Other Cycle Length: 75 Actuated Cycle Length: 73.4 Natural Cycle: 120 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 1.75 Intersection Signal Delay: 32.9 Intersection LOS: C Intersection Capacity Utilization 83.7% 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. Splits and Phases: 3: White Chapel Blvd & SH 114 EBFR �2 3 } I t02 3 14po =3 �04 ass 15s 25s �2 3 6 2 05 =2 03 ass M15s I Ills 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 8 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total PM.syn 3: White Chapel Blvd & SH 114 EBFR 7/7/2014 Lane Group o5 o8 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 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 9 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total PM.syn 4: White Chapel Blvd 7/7/2014 t t II Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations r Volume (vph) 23 53 31 849 1196 36 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 150 0 0 Storage Lanes 1 1 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.996 Flt Protected 0.950 0.998 Satd. Flow (prot) 1770 1583 0 1859 1855 0 Flt Permitted 0.950 0.998 Satd. Flow (perm) 1770 1583 0 1859 1855 0 Link Speed (mph) 30 40 40 Link Distance (ft) 308 1182 108 Travel Time (s) 7.0 20.1 1.8 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 24 55 32 884 1246 38 Shared Lane Traffic (%) Lane Group Flow (vph) 24 55 0 916 1284 0 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 79.8% ICU Level of Service D Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 10 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total PM.syn 5: White Chapel Blvd & Highland St 7/7/2014 --1. .4--- t II i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� Volume (vph) 69 45 55 84 19 10 62 784 33 0 1164 72 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 140 0 83 0 100 0 100 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.918 0.948 0.994 0.991 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 1770 1710 0 1770 1766 0 1770 1852 0 1863 1846 0 Flt Permitted 0.950 0.950 0.950 Satd. Flow (perm) 1770 1710 0 1770 1766 0 1770 1852 0 1863 1846 0 Link Speed (mph) 30 30 40 40 Link Distance (ft) 399 1022 306 1182 Travel Time (s) 9.1 23.2 5.2 20.1 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Adj. Flow (vph) 70 46 56 86 19 10 63 800 34 0 1188 73 Shared Lane Traffic (%) Lane Group Flow (vph) 70 102 0 86 29 0 63 834 0 0 1261 0 Sign Control Stop Stop Stop Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 83.6% ICU Level of Service E Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 11 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total PM.syn 6: S H 114 E B F R 7/7/2014 -4. '4- Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations t+'+ r Volume (vph) 341 9 0 0 0 160 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 0 1 Taper Length (ft) 25 25 Lane Util. Factor 0.91 0.91 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.996 0.865 Flt Protected Satd. Flow (prot) 5065 0 0 0 0 1611 Flt Permitted Satd. Flow (perm) 5065 0 0 0 0 1611 Link Speed (mph) 45 45 30 Link Distance (ft) 547 346 122 Travel Time (s) 8.3 5.2 2.8 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 371 10 0 0 0 174 Shared Lane Traffic (%) Lane Group Flow (vph) 381 0 0 0 0 174 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 23.4% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 12 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total PM.syn 7: Countryside Crt 7/7/2014 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations +' Volume (vph) 0 6 3 55 46 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.871 Flt Protected 0.950 Satd. Flow (prot) 0 1863 1622 0 1770 0 Flt Permitted 0.950 Satd. Flow (perm) 0 1863 1622 0 1770 0 Link Speed (mph) 30 30 30 Link Distance (ft) 357 308 111 Travel Time (s) 8.1 7.0 2.5 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 0 7 3 60 50 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 7 63 0 50 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 13.6% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 13 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total PM w Impr.syn 1: White Chapel Blvd & E Kirkwood Blvd II 7/7/2014 t i Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations r Volume (vph) 265 18 394 208 12 227 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 1 1 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.953 Flt Protected 0.950 0.998 Satd. Flow (prot) 1770 1583 1775 0 0 1859 Flt Permitted 0.950 0.969 Satd. Flow (perm) 1770 1583 1775 0 0 1805 Right Turn on Red Yes Yes Satd. Flow (RTOR) 20 76 Link Speed (mph) 30 40 40 Link Distance (ft) 1241 979 903 Travel Time (s) 28.2 16.7 15.4 Confl. Peds. (#/hr) Confl. Bikes (Whr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 288 20 428 226 13 247 Shared Lane Traffic (%) Lane Group Flow (vph) 288 20 654 0 0 260 Turn Type Prot Perm NA Perm NA Protected Phases 8 2 6 Permitted Phases 8 6 Detector Phase 8 8 2 6 6 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 20.0 20.0 20.0 20.0 20.0 Total Split (s) 21.0 21.0 39.0 39.0 39.0 Total Split (%) 35.0% 35.0% 65.0% 65.0% 65.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 0.5 0.5 0.5 0.5 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None Min Min Min Act Effct Green (s) 12.0 12.0 23.8 23.8 Actuated g/C Ratio 0.27 0.27 0.54 0.54 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 1 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total PM w Impr.syn 1: White Chapel Blvd & E Kirkwood Blvd 7/7/2014 t II i Lane Group WBL WBR NBT NBR SBL SBT v/c Ratio 0.60 0.04 0.66 0.27 Control Delay 20.6 7.7 10.5 6.7 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 20.6 7.7 10.5 6.7 LOS C A B A Approach Delay 19.8 10.5 6.7 Approach LOS B B A Queue Length 50th (ft) 51 0 81 28 Queue Length 95th (ft) 157 13 205 72 Internal Link Dist (ft) 1161 899 823 Turn Bay Length (ft) Base Capacity (vph) 707 644 1473 1484 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 0.41 0.03 0.44 0.18 Intersection Summary Area Type: Other Cycle Length: 60 Actuated Cycle Length: 44.1 Natural Cycle: 50 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 0.66 Intersection Signal Delay: 12.1 Intersection LOS: B Intersection Capacity Utilization 54.8% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 1: White Chapel Blvd & E Kirkwood Blvd 02 163 39Is T 06 39s 21s 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 2 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total PM w Impr.syn 2: White Chapel Blvd & SH 114 WBFR II 7/7/2014 --1. t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) t tt tt Volume (vph) 0 0 0 567 929 370 168 633 0 0 1015 60 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 145 240 Storage Lanes 0 0 1 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 0.86 0.86 0.91 1.00 0.95 1.00 1.00 0.91 0.91 Ped Bike Factor Frt 0.960 0.992 Flt Protected 0.950 0.996 0.950 Satd. Flow (prot) 0 0 0 1522 4595 0 1770 3539 0 0 5045 0 Flt Permitted 0.950 0.996 0.101 Satd. Flow (perm) 0 0 0 1522 4595 0 188 3539 0 0 5045 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 72 6 Link Speed (mph) 45 45 40 40 Link Distance (ft) 1058 1357 519 443 Travel Time (s) 16.0 20.6 8.8 7.6 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 1.00 1.00 1.00 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Adj. Flow (vph) 0 0 0 616 1010 402 183 688 0 0 1103 65 Shared Lane Traffic (%) 18% Lane Group Flow (vph) 0 0 0 505 1523 0 183 688 0 0 1168 0 Turn Type Perm NA pm+pt NA NA Protected Phases 8 14 5 5 6 6 Permitted Phases 8 14 5 6 Detector Phase 8 14 8 14 5 5 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 Minimum Split (s) 12.0 24.0 Total Split (s) 34.0 49.0 Total Split (%) 22.7% 32.7% Yellow Time (s) 4.5 4.5 All -Red Time (s) 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 Total Lost Time (s) 7.0 7.0 Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None Min Act Effct Green (s) 58.4 58.4 66.4 73.5 39.7 Actuated g/C Ratio 0.40 0.40 0.46 0.50 0.27 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 3 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total PM w Impr.syn 2: White Chapel Blvd & SH 114 WBFR 7/7/2014 Lane Group 01 o2 o4 o8 010 o14 Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Grade (%) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (Whr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (Whr) Parking (#/hr) Mid -Block Traffic (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 1 2 4 8 10 14 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 10.0 5.0 5.0 4.0 4.0 Minimum Split (s) 12.0 24.0 30.0 30.0 20.0 20.0 Total Split (s) 88.0 37.0 11.0 53.0 14.0 14.0 Total Split (%) 59% 25% 7% 35% 9% 9% Yellow Time (s) 4.5 4.5 4.5 4.5 3.5 3.5 All -Red Time (s) 2.5 2.5 2.5 2.5 0.5 0.5 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode Min None None None None None Act Effct Green (s) Actuated g/C Ratio 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 4 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total PM w Impr.syn 2: White Chapel Blvd & SH 114 WBFR 7/7/2014 --1. .4--- t II i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.83 0.81 0.49 0.39 0.85 Control Delay 52.8 41.2 8.1 6.3 57.0 Queue Delay 0.0 0.0 0.0 1.0 0.1 Total Delay 52.8 41.2 8.1 7.3 57.2 LOS D D A A E Approach Delay 44.1 7.5 57.2 Approach LOS D A E Queue Length 50th (ft) 512 489 13 77 392 Queue Length 95th (ft) #719 556 m17 m102 451 Internal Link Dist (ft) 978 1277 439 363 Turn Bay Length (ft) Base Capacity (vph) 609 1883 379 1810 1459 Starvation Cap Reductn 0 0 0 820 0 Spillback Cap Reductn 0 0 0 0 22 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.83 0.81 0.48 0.69 0.81 Intersection Summary Area Type: Other Cycle Length: 150 Actuated Cycle Length: 145.9 Natural Cycle: 110 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 0.88 Intersection Signal Delay: 40.0 Intersection LOS: D Intersection Capacity Utilization 76.1 % 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. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 2: White Chapel Blvd & SH 114 WBFR �3I} 3 �3 �3 T 14 2 --ft4 --410 0 1 37 s 11 1 s 88 s 4;:2 �2 �2I r2 � � 14 45 7t06 3 14 s 1 34 s 1 E49 s E53 s 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 5 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total PM w Impr.syn 2: White Chapel Blvd & SH 114 WBFR 7/7/2014 Lane Group 01 o2 o4 o8 010 o14 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 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 6 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total PM w Impr.syn 3: White Chapel Blvd & SH 114 EBFR II 7/7/2014 --1. t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4M tO Vii tt Volume (vph) 134 127 193 0 0 0 0 630 241 515 1045 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 130 0 0 Storage Lanes 1 0 0 0 0 1 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 0.91 0.91 0.95 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.95 1.00 Ped Bike Factor Frt 0.913 0.958 Flt Protected 0.950 0.998 0.950 Satd. Flow (prot) 1610 3089 0 0 0 0 0 4872 0 1770 3539 0 Flt Permitted 0.950 0.998 0.134 Satd. Flow (perm) 1610 3089 0 0 0 0 0 4872 0 250 3539 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 174 58 Link Speed (mph) 45 45 40 40 Link Distance (ft) 346 1069 355 519 Travel Time (s) 5.2 16.2 6.1 8.8 Confl. Peds. (#/hr) Confl. Bikes (#/hr) 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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Adj. Flow (vph) 141 134 203 0 0 0 0 663 254 542 1100 0 Shared Lane Traffic (%) 10% Lane Group Flow (vph) 127 351 0 0 0 0 0 917 0 542 1100 0 Turn Type Perm NA NA pm+pt NA Protected Phases 4 10 2 1 12 Permitted Phases 4 10 12 Detector Phase 4 10 4 10 2 1 12 Switch Phase Minimum Initial (s) 10.0 5.0 Minimum Split (s) 24.0 12.0 Total Split (s) 37.0 88.0 Total Split (%) 24.7% 58.7% Yellow Time (s) 4.5 4.5 All -Red Time (s) 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 Total Lost Time (s) 7.0 7.0 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode None Min Act Effct Green (s) 17.2 17.2 29.8 107.6 114.7 Actuated g/C Ratio 0.12 0.12 0.20 0.74 0.79 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 7 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total PM w Impr.syn 3: White Chapel Blvd & SH 114 EBFR 7/7/2014 Lane Group o4 o5 o6 o8 010 o14 Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Grade (%) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (Whr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (Whr) Parking (#/hr) Mid -Block Traffic (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 4 5 6 8 10 14 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 10.0 5.0 4.0 4.0 Minimum Split (s) 30.0 12.0 24.0 30.0 20.0 20.0 Total Split (s) 11.0 34.0 49.0 53.0 14.0 14.0 Total Split (%) 7% 23% 33% 35% 9% 9% Yellow Time (s) 4.5 4.5 4.5 4.5 3.5 3.5 All -Red Time (s) 2.5 2.5 2.5 2.5 0.5 0.5 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lead Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None None Min None None None Act Effct Green (s) Actuated g/C Ratio 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 8 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total PM w Impr.syn 3: White Chapel Blvd & SH 114 EBFR 7/7/2014 --1. .4--- t II i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.67 0.68 0.88 0.54 0.40 Control Delay 80.4 38.3 64.0 5.8 1.8 Queue Delay 0.0 0.0 0.0 3.2 2.0 Total Delay 80.4 38.3 64.0 9.0 3.7 LOS F D E A A Approach Delay 49.5 64.0 5.5 Approach LOS D E A Queue Length 50th (ft) 132 91 305 9 0 Queue Length 95th (ft) #221 152 #379 m249 0 Internal Link Dist (ft) 266 989 275 439 Turn Bay Length (ft) Base Capacity (vph) 199 534 1050 1033 2763 Starvation Cap Reductn 0 0 0 378 1453 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.64 0.66 0.87 0.83 0.84 Intersection Summary Area Type: Other Cycle Length: 150 Actuated Cycle Length: 145.9 Natural Cycle: 110 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 0.88 Intersection Signal Delay: 30.1 Intersection LOS: C Intersection Capacity Utilization 76.1 % 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. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 3: White Chapel Blvd & SH 114 EBFR �3I} 3 �3 �3 T 14 2 --ft4 --410 0 1 37 s 11 1 s 88 s 4;:2 �2 �2I r2 � � 14 45 7t06 8 14 s 1 34 s 1 E49 s S3 s 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 9 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total PM w Impr.syn 3: White Chapel Blvd & SH 114 EBFR 7/7/2014 Lane Group o4 o5 o6 o8 010 o14 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 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 10 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total PM w Impr.syn 4: White Chapel Blvd 7/7/2014 t t II Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations r + + r Volume (vph) 23 53 31 849 1196 36 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 150 200 0 Storage Lanes 1 1 1 1 Taper Length (ft) 25 100 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1770 1583 1770 1863 1863 1583 Flt Permitted 0.950 0.950 Satd. Flow (perm) 1770 1583 1770 1863 1863 1583 Link Speed (mph) 30 40 40 Link Distance (ft) 308 1182 355 Travel Time (s) 7.0 20.1 6.1 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 24 55 32 884 1246 38 Shared Lane Traffic (%) Lane Group Flow (vph) 24 55 32 884 1246 38 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 72.9% ICU Level of Service C Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 11 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total PM w Impr.syn 5: White Chapel Blvd & Highland St II 7/7/2014 --1. t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 1� Volume (vph) 69 45 55 84 19 10 62 784 33 0 1164 72 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 140 0 83 0 100 0 100 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.918 0.948 0.994 0.991 Flt Protected 0.950 0.950 0.950 Satd. Flow (prot) 1770 1710 0 1770 1766 0 1770 1852 0 1863 1846 0 Flt Permitted 0.738 0.686 0.096 Satd. Flow (perm) 1375 1710 0 1278 1766 0 179 1852 0 1863 1846 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 56 10 6 9 Link Speed (mph) 30 30 40 40 Link Distance (ft) 399 1022 306 1182 Travel Time (s) 9.1 23.2 5.2 20.1 Confl. Peds. (#/hr) Confl. Bikes (Whr) Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Adj. Flow (vph) 70 46 56 86 19 10 63 800 34 0 1188 73 Shared Lane Traffic (%) Lane Group Flow (vph) 70 102 0 86 29 0 63 834 0 0 1261 0 Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4 8 2 6 Permitted Phases 4 8 2 6 Detector Phase 4 4 8 8 2 2 6 6 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 Total Split (s) 20.0 20.0 20.0 20.0 70.0 70.0 70.0 70.0 Total Split (%) 22.2% 22.2% 22.2% 22.2% 77.8% 77.8% 77.8% 77.8% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None None None Min Min Min Min Act Effct Green (s) 10.8 10.8 10.9 10.9 61.0 61.0 61.0 Actuated g/C Ratio 0.14 0.14 0.14 0.14 0.81 0.81 0.81 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 12 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total PM w Impr.syn 5: White Chapel Blvd & Highland St 7/7/2014 --1. .4--- t II i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.36 0.35 0.47 0.11 0.44 0.56 0.85 Control Delay 38.3 21.0 42.2 24.8 16.3 6.0 15.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 38.3 21.0 42.2 24.8 16.3 6.0 15.2 LOS D C D C B A B Approach Delay 28.1 37.8 6.8 15.2 Approach LOS C D A B Queue Length 50th (ft) 35 22 44 9 9 137 359 Queue Length 95th (ft) 74 67 89 33 61 283 #944 Internal Link Dist (ft) 319 942 226 1102 Turn Bay Length (ft) 140 83 100 Base Capacity (vph) 313 432 291 410 149 1545 1541 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.22 0.24 0.30 0.07 0.42 0.54 0.82 Intersection Summary Area Type: Other Cycle Length: 90 Actuated Cycle Length: 75.7 Natural Cycle: 90 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 0.85 Intersection Signal Delay: 14.1 Intersection LOS: B Intersection Capacity Utilization 83.6% 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: 5: White Chapel Blvd & Hiahland St 02 4 70 s 120 20 s 6 08 70 s s 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 13 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total PM w Impr.syn 6: S H 114 E B F R 7/7/2014 -4. '4- Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations t+'+ r Volume (vph) 341 9 0 0 0 160 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 0 1 Taper Length (ft) 25 25 Lane Util. Factor 0.91 0.91 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.996 0.865 Flt Protected Satd. Flow (prot) 5065 0 0 0 0 1611 Flt Permitted Satd. Flow (perm) 5065 0 0 0 0 1611 Link Speed (mph) 45 45 30 Link Distance (ft) 547 346 122 Travel Time (s) 8.3 5.2 2.8 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 371 10 0 0 0 174 Shared Lane Traffic (%) Lane Group Flow (vph) 381 0 0 0 0 174 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 23.4% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 14 Lanes, Volumes, Timings Southlake Office Plaza 2020 Total PM w Impr.syn 7: Countryside Crt 7/7/2014 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations +' Volume (vph) 0 6 3 55 46 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.871 Flt Protected 0.950 Satd. Flow (prot) 0 1863 1622 0 1770 0 Flt Permitted 0.950 Satd. Flow (perm) 0 1863 1622 0 1770 0 Link Speed (mph) 30 30 30 Link Distance (ft) 357 308 111 Travel Time (s) 8.1 7.0 2.5 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 0 7 3 60 50 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 7 63 0 50 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 13.6% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 15 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total AM.syn 1: White Chapel Blvd & E Kirkwood Blvd 7/7/2014 t II i Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations r Volume (vph) 125 12 379 160 17 424 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 1 1 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.960 Flt Protected 0.950 0.998 Satd. Flow (prot) 1770 1583 1788 0 0 1859 Flt Permitted 0.950 0.998 Satd. Flow (perm) 1770 1583 1788 0 0 1859 Link Speed (mph) 30 40 40 Link Distance (ft) 1240 979 903 Travel Time (s) 28.2 16.7 15.4 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 136 13 412 174 18 461 Shared Lane Traffic (%) Lane Group Flow (vph) 136 13 586 0 0 479 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 49.7% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 1 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total AM.syn 2: White Chapel Blvd & SH 114 WBFR II 7/7/2014 --1. t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4M tt tt Volume (vph) 0 0 0 365 68 245 136 637 0 0 686 39 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 145 240 Storage Lanes 0 0 1 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 0.91 0.91 0.95 1.00 0.95 1.00 1.00 0.91 0.91 Ped Bike Factor Frt 0.917 0.992 Flt Protected 0.950 0.985 0.950 Satd. Flow (prot) 0 0 0 1610 3062 0 1770 3539 0 0 5045 0 Flt Permitted 0.950 0.985 0.204 Satd. Flow (perm) 0 0 0 1610 3062 0 380 3539 0 0 5045 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 202 6 Link Speed (mph) 45 45 40 40 Link Distance (ft) 1058 1357 513 443 Travel Time (s) 16.0 20.6 8.7 7.6 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 1.00 1.00 1.00 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Adj. Flow (vph) 0 0 0 397 74 266 148 692 0 0 746 42 Shared Lane Traffic (%) 36% Lane Group Flow (vph) 0 0 0 254 483 0 148 692 0 0 788 0 Turn Type Perm NA pm+pt NA NA Protected Phases 8 14 5 5 6 6 Permitted Phases 8 14 5 6 Detector Phase 8 14 8 14 5 5 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 Minimum Split (s) 12.0 25.0 Total Split (s) 60.0 43.0 Total Split (%) 41.4% 29.7% Yellow Time (s) 4.5 4.5 All -Red Time (s) 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 Total Lost Time (s) 7.0 7.0 Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None Min Act Effct Green (s) 31.6 31.6 69.1 76.2 27.3 Actuated g/C Ratio 0.26 0.26 0.57 0.62 0.22 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 2 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total AM.syn 2: White Chapel Blvd & SH 114 WBFR 7/7/2014 Lane Group 01 o2 o4 o8 010 o14 Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Grade (%) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (Whr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (Whr) Parking (#/hr) Mid -Block Traffic (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 1 2 4 8 10 14 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 10.0 4.0 5.0 4.0 4.0 Minimum Split (s) 23.0 30.0 30.0 30.0 11.0 11.0 Total Split (s) 62.0 42.0 30.0 30.0 11.0 12.0 Total Split(%) 43% 29% 21% 21% 8% 8% Yellow Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 All -Red Time (s) 2.5 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None Min None None None None Act Effct Green (s) Actuated g/C Ratio 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 3 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total Wsyn 2: White Chapel Blvd & SH 114 WBFR 7/7/2014 --1. .4--- t II i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.61 0.51 0.21 0.31 0.70 Control Delay 49.1 25.0 2.4 2.4 47.4 Queue Delay 0.0 0.0 0.0 0.3 0.0 Total Delay 49.1 25.0 2.4 2.6 47.4 LOS D C A A D Approach Delay 33.3 2.6 47.4 Approach LOS C A D Queue Length 50th (ft) 198 104 6 15 219 Queue Length 95th (ft) 339 183 m8 16 282 Internal Link Dist (ft) 978 1277 433 363 Turn Bay Length (ft) Base Capacity (vph) 394 903 851 2466 1523 Starvation Cap Reductn 0 0 0 1060 0 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.64 0.53 0.17 0.49 0.52 Intersection Summary Area Type: Other Cycle Length: 145 Actuated Cycle Length: 122.1 Natural Cycle: 115 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 0.83 Intersection Signal Delay: 27.1 Intersection LOS: C Intersection Capacity Utilization 65.7% ICU Level of Service C Analysis Period (min) 15 m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 2: White Chapel Blvd & SH 114 WBFR �3I} �3 r3 -3 T Tt 0 2 --04 -rk 10 o f 42 s E30 s 11 62 s 4;:2 4;2 4;2 2 445 AD6 � 14 � 8 12 sl E60s 1 m4ss 1 030S 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 4 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total AM.syn 2: White Chapel Blvd & SH 114 WBFR 7/7/2014 Lane Group 01 o2 o4 o8 010 o14 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 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 5 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total AM.syn 3: White Chapel Blvd & SH 114 EBFR II 7/7/2014 --1. t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4M tO Vii tt Volume (vph) 124 49 123 0 0 0 0 617 455 364 668 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 120 0 0 0 Storage Lanes 1 0 0 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 0.91 0.91 0.95 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.95 1.00 Ped Bike Factor Frt 0.904 0.936 Flt Protected 0.950 0.995 0.950 Satd. Flow (prot) 1610 3049 0 0 0 0 0 4760 0 1770 3539 0 Flt Permitted 0.950 0.995 0.118 Satd. Flow (perm) 1610 3049 0 0 0 0 0 4760 0 220 3539 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 134 121 Link Speed (mph) 45 45 40 40 Link Distance (ft) 340 1061 355 513 Travel Time (s) 5.2 16.1 6.1 8.7 Confl. Peds. (#/hr) Confl. Bikes (#/hr) 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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Adj. Flow (vph) 135 53 134 0 0 0 0 671 495 396 726 0 Shared Lane Traffic (%) 17% Lane Group Flow (vph) 112 210 0 0 0 0 0 1166 0 396 726 0 Turn Type Perm NA NA pm+pt NA Protected Phases 4 10 2 1 12 Permitted Phases 4 10 12 Detector Phase 4 10 4 10 2 1 12 Switch Phase Minimum Initial (s) 10.0 5.0 Minimum Split (s) 30.0 23.0 Total Split (s) 42.0 62.0 Total Split (%) 29.0% 42.8% Yellow Time (s) 4.5 4.5 All -Red Time (s) 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 Total Lost Time (s) 7.0 7.0 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode Min None Act Effct Green (s) 24.3 24.3 33.8 76.3 83.5 Actuated g/C Ratio 0.20 0.20 0.28 0.62 0.68 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 6 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total AM.syn 3: White Chapel Blvd & SH 114 EBFR 7/7/2014 Lane Group o4 o5 o6 o8 010 o14 Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Grade (%) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (Whr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (Whr) Parking (#/hr) Mid -Block Traffic (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 4 5 6 8 10 14 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 4.0 5.0 10.0 5.0 4.0 4.0 Minimum Split (s) 30.0 12.0 25.0 30.0 11.0 11.0 Total Split (s) 30.0 60.0 43.0 30.0 11.0 12.0 Total Split (%) 21 % 41 % 30% 21 % 8% 8% Yellow Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 All -Red Time (s) 2.5 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lead Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None None Min None None None Act Effct Green (s) Actuated g/C Ratio 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 7 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total Wsyn 3: White Chapel Blvd & SH 114 EBFR 7/7/2014 --1. .4--- t II i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.35 0.29 0.93dr 0.58 0.30 Control Delay 48.2 18.1 44.4 8.0 1.6 Queue Delay 0.0 0.0 0.0 0.2 0.4 Total Delay 48.2 18.1 44.4 8.1 1.9 LOS D B D A A Approach Delay 28.6 44.4 4.1 Approach LOS C D A Queue Length 50th (ft) 89 29 301 7 5 Queue Length 95th (ft) 162 69 #435 53 5 Internal Link Dist (ft) 260 981 275 433 Turn Bay Length (ft) Base Capacity (vph) 331 733 1479 860 2462 Starvation Cap Reductn 0 0 0 70 1125 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.34 0.29 0.79 0.50 0.54 Intersection Summary Area Type: Other Cycle Length: 145 Actuated Cycle Length: 122.1 Natural Cycle: 115 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 0.83 Intersection Signal Delay: 25.2 Intersection LOS: C Intersection Capacity Utilization 65.7% 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. dr Defacto Right Lane. Recode with 1 though lane as a right lane. Splits and Phases: 3: White Chapel Blvd & SH 114 EBFR �3I} �3 -3 =3 T Tt 0 2 --04 r 10 o 1 42 s E30 s 11 62 s �;:2 2 =2 2 445 AD6 � 14 � 8 12sl E60s 1 m4ss 1 030S 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 8 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total AM.syn 3: White Chapel Blvd & SH 114 EBFR 7/7/2014 Lane Group o4 o5 o6 o8 010 o14 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 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 9 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total AM.syn 4: White Chapel Blvd & Countryside Crt 7/7/2014 t t II Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations r tt t Volume (vph) 0 17 79 1078 697 87 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 150 0 Storage Lanes 0 1 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 Ped Bike Factor Frt 0.865 0.983 Flt Protected 0.950 Satd. Flow (prot) 0 1611 1770 3539 3479 0 Flt Permitted 0.950 Satd. Flow (perm) 0 1611 1770 3539 3479 0 Link Speed (mph) 30 40 40 Link Distance (ft) 350 416 355 Travel Time (s) 8.0 7.1 6.1 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 0 18 82 1123 726 91 Shared Lane Traffic (%) Lane Group Flow (vph) 0 18 82 1123 817 0 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 33.1 % ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 10 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total AM.syn 5: White Chapel Blvd & Highland St 7/7/2014 --1. .4--- t II i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +' r Volume (vph) 214 139 167 42 15 25 33 916 75 12 560 115 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 100 83 0 100 0 100 0 Storage Lanes 0 1 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 Ped Bike Factor Frt 0.850 0.959 0.989 0.975 Flt Protected 0.971 0.975 0.998 0.999 Satd. Flow (prot) 0 1809 1583 0 1742 0 0 3493 0 0 3447 0 Flt Permitted 0.971 0.975 0.998 0.999 Satd. Flow (perm) 0 1809 1583 0 1742 0 0 3493 0 0 3447 0 Link Speed (mph) 30 30 40 40 Link Distance (ft) 399 1022 306 772 Travel Time (s) 9.1 23.2 5.2 13.2 Confl. Peds. (#/hr) Confl. Bikes (#/hr) 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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Adj. Flow (vph) 233 151 182 46 16 27 36 996 82 13 609 125 Shared Lane Traffic (%) Lane Group Flow (vph) 0 384 182 0 89 0 0 1114 0 0 747 0 Sign Control Yield Yield Yield Yield Intersection Summary Area Type: Other Control Type: Roundabout Intersection Capacity Utilization 85.3% ICU Level of Service E Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 11 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total AM.syn 6: S H 114 E B F R 7/7/2014 -4. '4- Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations t+'+ r Volume (vph) 292 23 0 0 0 23 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 0 1 Taper Length (ft) 25 25 Lane Util. Factor 0.91 0.91 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.989 0.865 Flt Protected Satd. Flow (prot) 5029 0 0 0 0 1611 Flt Permitted Satd. Flow (perm) 5029 0 0 0 0 1611 Link Speed (mph) 45 45 30 Link Distance (ft) 551 340 148 Travel Time (s) 8.3 5.2 3.4 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 317 25 0 0 0 25 Shared Lane Traffic (%) Lane Group Flow (vph) 342 0 0 0 0 25 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 16.2% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 12 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total AM.syn 7: Countryside Crt 7/7/2014 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations +' Volume (vph) 0 1 5 135 12 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.869 Flt Protected 0.950 Satd. Flow (prot) 0 1863 1619 0 1770 0 Flt Permitted 0.950 Satd. Flow (perm) 0 1863 1619 0 1770 0 Link Speed (mph) 30 30 30 Link Distance (ft) 284 350 146 Travel Time (s) 6.5 8.0 3.3 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 0 1 5 147 13 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 1 152 0 13 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 18.6% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 13 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total AM.syn 17: White Chapel Blvd 7/7/2014 t L* I t Lane Group WBL WBR NBT NBR SBU SBL SBT Lane Configurations tt A tt Volume (vph) 0 0 1153 0 3 0 711 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 150 Storage Lanes 0 0 0 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 0.95 1.00 1.00 1.00 0.95 Ped Bike Factor Frt Flt Protected 0.950 Satd. Flow (prot) 0 0 3539 0 1770 0 3539 Flt Permitted 0.950 Satd. Flow (perm) 0 0 3539 0 1770 0 3539 Link Speed (mph) 30 40 40 Link Distance (ft) 218 772 416 Travel Time (s) 5.0 13.2 7.1 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 0 0 1253 0 3 0 773 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 1253 0 3 0 773 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 35.2% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 14 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total AM 4-phase w widening.syn 1: White Chapel Blvd & E Kirkwood Blvd II 7/7/2014 t i Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations r Volume (vph) 125 12 379 160 17 424 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 1 1 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.960 Flt Protected 0.950 0.998 Satd. Flow (prot) 1770 1583 1788 0 0 1859 Flt Permitted 0.950 0.977 Satd. Flow (perm) 1770 1583 1788 0 0 1820 Right Turn on Red Yes Yes Satd. Flow (RTOR) 13 63 Link Speed (mph) 30 40 40 Link Distance (ft) 1240 979 903 Travel Time (s) 28.2 16.7 15.4 Confl. Peds. (#/hr) Confl. Bikes (Whr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 136 13 412 174 18 461 Shared Lane Traffic (%) Lane Group Flow (vph) 136 13 586 0 0 479 Turn Type Prot Perm NA Perm NA Protected Phases 8 2 6 Permitted Phases 8 6 Detector Phase 8 8 2 6 6 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 20.0 20.0 20.0 20.0 20.0 Total Split (s) 20.0 20.0 20.0 20.0 20.0 Total Split (%) 50.0% 50.0% 50.0% 50.0% 50.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 0.5 0.5 0.5 0.5 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None Min Min Min Act Effct Green (s) 8.0 8.0 23.5 23.5 Actuated g/C Ratio 0.24 0.24 0.72 0.72 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 1 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total AM 4-phase w widening.syn 1: White Chapel Blvd & E Kirkwood Blvd II 7/7/2014 t i Lane Group WBL WBR NBT NBR SBL SBT v/c Ratio 0.32 0.03 0.45 0.37 Control Delay 12.7 5.7 6.2 5.8 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 12.7 5.7 6.2 5.8 LOS B A A A Approach Delay 12.1 6.2 5.8 Approach LOS B A A Queue Length 50th (ft) 26 0 53 47 Queue Length 95th (ft) 43 6 #132 107 Internal Link Dist (ft) 1160 899 823 Turn Bay Length (ft) Base Capacity (vph) 885 798 1297 1302 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 0.15 0.02 0.45 0.37 Intersection Summary Area Type: Other Cycle Length: 40 Actuated Cycle Length: 32.8 Natural Cycle: 45 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 0.45 Intersection Signal Delay: 6.8 Intersection LOS: A Intersection Capacity Utilization 49.7% 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: 1: White Chapel Blvd & E Kirkwood Blvd 02 20Is T 063 20 s 20 s 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 2 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total AM 4-phase w widening.syn 2: White Chapel Blvd & SH 114 WBFR II 7/7/2014 --1. t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) tt r tt tt Volume (vph) 0 0 0 365 68 245 136 637 0 0 686 39 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 145 240 Storage Lanes 0 0 1 1 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 0.86 0.86 1.00 1.00 0.95 1.00 1.00 0.91 0.91 Ped Bike Factor Frt 0.850 0.992 Flt Protected 0.950 0.965 0.950 Satd. Flow (prot) 0 0 0 1522 4638 1583 1770 3539 0 0 5045 0 Flt Permitted 0.950 0.965 0.217 Satd. Flow (perm) 0 0 0 1522 4638 1583 404 3539 0 0 5045 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 266 6 Link Speed (mph) 45 45 40 40 Link Distance (ft) 1058 1357 513 443 Travel Time (s) 16.0 20.6 8.7 7.6 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 1.00 1.00 1.00 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Adj. Flow (vph) 0 0 0 397 74 266 148 692 0 0 746 42 Shared Lane Traffic (%) 50% Lane Group Flow (vph) 0 0 0 198 273 266 148 692 0 0 788 0 Turn Type Perm NA Perm pm+pt NA NA Protected Phases 8 14 5 5 6 6 Permitted Phases 8 14 8 14 5 6 Detector Phase 8 14 8 14 8 14 5 5 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 Minimum Split (s) 12.0 25.0 Total Split (s) 53.0 48.0 Total Split (%) 36.6% 33.1% Yellow Time (s) 4.5 4.5 All -Red Time (s) 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 Total Lost Time (s) 7.0 7.0 Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None Min Act Effct Green (s) 30.5 30.5 30.5 64.0 71.3 27.0 Actuated g/C Ratio 0.26 0.26 0.26 0.55 0.61 0.23 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 3 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total AM 4-phase w widening.syn 2: White Chapel Blvd & SH 114 WBFR 7/7/2014 Lane Group 01 o2 o4 o8 010 o14 Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Grade (%) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (Whr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (Whr) Parking (#/hr) Mid -Block Traffic (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 1 2 4 8 10 14 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 10.0 4.0 5.0 4.0 4.0 Minimum Split (s) 23.0 30.0 30.0 30.0 11.0 11.0 Total Split (s) 64.0 45.0 22.0 30.0 14.0 14.0 Total Split(%) 44% 31% 15% 21% 10% 10% Yellow Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 All -Red Time (s) 2.5 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None Min None None None None Act Effct Green (s) Actuated g/C Ratio 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 4 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total AM 4-phase w widening.syn 2: White Chapel Blvd & SH 114 WBFR 7/7/2014 --1. .4--- t II i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.50 0.22 0.44 0.23 0.32 0.67 Control Delay 44.1 36.2 6.9 2.2 3.2 44.5 Queue Delay 0.0 0.0 0.0 0.0 0.2 0.0 Total Delay 44.1 36.2 6.9 2.2 3.4 44.5 LOS D D A A A D Approach Delay 27.8 3.2 44.5 Approach LOS C A D Queue Length 50th (ft) 154 65 0 3 5 207 Queue Length 95th (ft) 274 105 70 4 7 278 Internal Link Dist (ft) 978 1277 433 363 Turn Bay Length (ft) Base Capacity (vph) 405 1237 617 801 2637 1856 Starvation Cap Reductn 0 0 0 0 1043 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.49 0.22 0.43 0.18 0.43 0.42 Intersection Summary Area Type: Other Cycle Length: 145 Actuated Cycle Length: 116.4 Natural Cycle: 115 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 0.70 Intersection Signal Delay: 24.6 Intersection LOS: C Intersection Capacity Utilization 71.8% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 2: White Chapel Blvd & SH 114 WBFR �3I} �3 -3 -3 T T 102 �04 �410 O 1 45s 1 E22-s I MY4s 1 E64s �;:2 2 r2 t05 � 14 O5 � 8 14s I E-53s 1 E48s 1 E30s 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 5 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total AM 4-phase w widening.syn 2: White Chapel Blvd & SH 114 WBFR 7/7/2014 Lane Group 01 o2 o4 o8 010 o14 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 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 6 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total AM 4-phase w widening.syn 3: White Chapel Blvd & SH 114 EBFR II 7/7/2014 --1. t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4M tt r Vii ft Volume (vph) 124 49 123 0 0 0 0 617 455 364 668 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 120 0 0 0 Storage Lanes 1 0 0 0 1 1 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 0.91 0.91 0.95 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Ped Bike Factor Frt 0.904 0.850 Flt Protected 0.950 0.995 0.950 Satd. Flow (prot) 1610 3049 0 0 0 0 0 3539 1583 1770 3539 0 Flt Permitted 0.950 0.995 0.226 Satd. Flow (perm) 1610 3049 0 0 0 0 0 3539 1583 421 3539 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 134 484 Link Speed (mph) 45 45 40 40 Link Distance (ft) 340 1061 355 513 Travel Time (s) 5.2 16.1 6.1 8.7 Confl. Peds. (#/hr) Confl. Bikes (#/hr) 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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Adj. Flow (vph) 135 53 134 0 0 0 0 671 495 396 726 0 Shared Lane Traffic (%) 17% Lane Group Flow (vph) 112 210 0 0 0 0 0 671 495 396 726 0 Turn Type Perm NA NA Perm pm+pt NA Protected Phases 4 10 2 1 12 Permitted Phases 4 10 2 12 Detector Phase 4 10 4 10 2 2 1 12 Switch Phase Minimum Initial (s) 10.0 10.0 5.0 Minimum Split (s) 30.0 30.0 23.0 Total Split (s) 45.0 45.0 64.0 Total Split (%) 31.0% 31.0% 44.1% Yellow Time (s) 4.5 4.5 4.5 All -Red Time (s) 2.5 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 0.0 Total Lost Time (s) 7.0 7.0 7.0 Lead/Lag Lead Lead Lag Lead -Lag Optimize? Yes Yes Yes Recall Mode Min Min None Act Effct Green (s) 25.3 25.3 31.3 31.3 69.2 76.5 Actuated g/C Ratio 0.22 0.22 0.27 0.27 0.59 0.66 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 7 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total AM 4-phase w widening.syn 3: White Chapel Blvd & SH 114 EBFR 7/7/2014 Lane Group o4 o5 o6 o8 010 o14 Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Grade (%) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (Whr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (Whr) Parking (#/hr) Mid -Block Traffic (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 4 5 6 8 10 14 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 4.0 5.0 10.0 5.0 4.0 4.0 Minimum Split (s) 30.0 12.0 25.0 30.0 11.0 11.0 Total Split (s) 22.0 53.0 48.0 30.0 14.0 14.0 Total Split (%) 15% 37% 33% 21% 10% 10% Yellow Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 All -Red Time (s) 2.5 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lead Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None None Min None None None Act Effct Green (s) Actuated g/C Ratio 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 8 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total AM 4-phase w widening.syn 3: White Chapel Blvd & SH 114 EBFR 7/7/2014 --1. .4--- t II i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.32 0.27 0.70 0.63 0.58 0.31 Control Delay 46.1 17.8 44.3 8.0 6.6 2.2 Queue Delay 0.0 0.0 0.0 0.0 0.2 0.2 Total Delay 46.1 17.8 44.3 8.0 6.8 2.4 LOS D B D A A A Approach Delay 27.7 28.9 4.0 Approach LOS C C A Queue Length 50th (ft) 83 26 247 6 6 0 Queue Length 95th (ft) 164 70 363 107 22 0 Internal Link Dist (ft) 260 981 275 433 Turn Bay Length (ft) Base Capacity (vph) 346 762 1204 857 973 2560 Starvation Cap Reductn 0 0 0 0 118 1010 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.32 0.28 0.56 0.58 0.46 0.47 Intersection Summary Area Type: Other Cycle Length: 145 Actuated Cycle Length: 116.4 Natural Cycle: 115 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 0.70 Intersection Signal Delay: 18.0 Intersection LOS: B Intersection Capacity Utilization 71.8% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 3: White Chapel Blvd & SH 114 EBFR �3I} �3 -3 -3 T T 102 �04 �410 O 1 45s 1 E22-s I MY4s I E64s �;:2 �;:2 r2 =2 t05 � 14 O5 � 8 14s I E-53s 1 E48s 1 E30s 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 9 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total AM 4-phase w widening.syn 3: White Chapel Blvd & SH 114 EBFR 7/7/2014 Lane Group o4 o5 o6 o8 010 o14 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 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 10 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total AM 4-phase w widening.syn 4: White Chapel Blvd & Countryside Crt II 7/7/2014 t t Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations r tt t Volume (vph) 0 17 79 1078 697 87 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 150 0 Storage Lanes 0 1 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 Ped Bike Factor Frt 0.865 0.983 Flt Protected 0.950 Satd. Flow (prot) 0 1611 1770 3539 3479 0 Flt Permitted 0.950 Satd. Flow (perm) 0 1611 1770 3539 3479 0 Link Speed (mph) 30 40 40 Link Distance (ft) 350 416 355 Travel Time (s) 8.0 7.1 6.1 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 0 18 82 1123 726 91 Shared Lane Traffic (%) Lane Group Flow (vph) 0 18 82 1123 817 0 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 33.1 % ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 11 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total AM 4-phase w widening.syn 5: White Chapel Blvd & Highland St 7/7/2014 --1. .4--- t II i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +' r Volume (vph) 214 139 167 42 15 25 33 916 75 12 560 115 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 100 83 0 100 0 100 0 Storage Lanes 0 1 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 Ped Bike Factor Frt 0.850 0.959 0.989 0.975 Flt Protected 0.971 0.975 0.998 0.999 Satd. Flow (prot) 0 1809 1583 0 1742 0 0 3493 0 0 3447 0 Flt Permitted 0.971 0.975 0.998 0.999 Satd. Flow (perm) 0 1809 1583 0 1742 0 0 3493 0 0 3447 0 Link Speed (mph) 30 30 40 40 Link Distance (ft) 399 1022 306 772 Travel Time (s) 9.1 23.2 5.2 13.2 Confl. Peds. (#/hr) Confl. Bikes (#/hr) 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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Adj. Flow (vph) 233 151 182 46 16 27 36 996 82 13 609 125 Shared Lane Traffic (%) Lane Group Flow (vph) 0 384 182 0 89 0 0 1114 0 0 747 0 Sign Control Yield Yield Yield Yield Intersection Summary Area Type: Other Control Type: Roundabout Intersection Capacity Utilization 85.3% ICU Level of Service E Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 12 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total AM 4-phase w widening.syn 6: S H 114 E B F R 7/7/2014 -4. '4- Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations t+'+ r Volume (vph) 292 23 0 0 0 23 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 0 1 Taper Length (ft) 25 25 Lane Util. Factor 0.91 0.91 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.989 0.865 Flt Protected Satd. Flow (prot) 5029 0 0 0 0 1611 Flt Permitted Satd. Flow (perm) 5029 0 0 0 0 1611 Link Speed (mph) 45 45 30 Link Distance (ft) 551 340 148 Travel Time (s) 8.3 5.2 3.4 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 317 25 0 0 0 25 Shared Lane Traffic (%) Lane Group Flow (vph) 342 0 0 0 0 25 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 16.2% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 13 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total AM 4-phase w widening.syn 7: Countryside Crt 7/7/2014 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations +' Volume (vph) 0 1 5 135 12 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.869 Flt Protected 0.950 Satd. Flow (prot) 0 1863 1619 0 1770 0 Flt Permitted 0.950 Satd. Flow (perm) 0 1863 1619 0 1770 0 Link Speed (mph) 30 30 30 Link Distance (ft) 284 350 146 Travel Time (s) 6.5 8.0 3.3 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 0 1 5 147 13 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 1 152 0 13 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 18.6% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 14 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total AM 4-phase w widening.syn 17: White Chapel Blvd 7/7/2014 t L* I t Lane Group WBL WBR NBT NBR SBU SBL SBT Lane Configurations tt A tt Volume (vph) 0 0 1153 0 3 0 711 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 150 Storage Lanes 0 0 0 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 0.95 1.00 1.00 1.00 0.95 Ped Bike Factor Frt Flt Protected 0.950 Satd. Flow (prot) 0 0 3539 0 1770 0 3539 Flt Permitted 0.950 Satd. Flow (perm) 0 0 3539 0 1770 0 3539 Link Speed (mph) 30 40 40 Link Distance (ft) 218 772 416 Travel Time (s) 5.0 13.2 7.1 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 0 0 1253 0 3 0 773 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 1253 0 3 0 773 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 35.2% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 15 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total PM.syn 1: White Chapel Blvd & E Kirkwood Blvd 7/7/2014 t II i Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations r Volume (vph) 265 18 432 208 12 249 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 1 1 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.956 Flt Protected 0.950 0.998 Satd. Flow (prot) 1770 1583 1781 0 0 1859 Flt Permitted 0.950 0.998 Satd. Flow (perm) 1770 1583 1781 0 0 1859 Link Speed (mph) 30 40 40 Link Distance (ft) 1240 979 903 Travel Time (s) 28.2 16.7 15.4 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 288 20 470 226 13 271 Shared Lane Traffic (%) Lane Group Flow (vph) 288 20 696 0 0 284 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 56.8% ICU Level of Service B Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 1 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total PM.syn 2: White Chapel Blvd & SH 114 WBFR II 7/7/2014 --1. t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4M tt tt Volume (vph) 0 0 0 623 1014 400 185 649 0 0 1037 61 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 145 240 Storage Lanes 0 0 1 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 0.91 0.91 0.95 1.00 0.95 1.00 1.00 0.91 0.91 Ped Bike Factor Frt 0.959 0.992 Flt Protected 0.950 0.998 0.950 Satd. Flow (prot) 0 0 0 1610 3245 0 1770 3539 0 0 5045 0 Flt Permitted 0.950 0.998 0.121 Satd. Flow (perm) 0 0 0 1610 3245 0 225 3539 0 0 5045 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 35 5 Link Speed (mph) 45 45 40 40 Link Distance (ft) 1058 1357 513 443 Travel Time (s) 16.0 20.6 8.7 7.6 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 1.00 1.00 1.00 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Adj. Flow (vph) 0 0 0 677 1102 435 201 705 0 0 1127 66 Shared Lane Traffic (%) 10% Lane Group Flow (vph) 0 0 0 609 1605 0 201 705 0 0 1193 0 Turn Type Perm NA pm+pt NA NA Protected Phases 8 14 5 5 6 6 Permitted Phases 8 14 5 6 Detector Phase 8 14 8 14 5 5 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 Minimum Split (s) 12.0 25.0 Total Split (s) 53.0 40.0 Total Split (%) 35.3% 26.7% Yellow Time (s) 4.5 4.5 All -Red Time (s) 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 Total Lost Time (s) 7.0 7.0 Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None Min Act Effct Green (s) 50.0 50.0 74.6 81.6 33.0 Actuated g/C Ratio 0.34 0.34 0.51 0.56 0.23 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 2 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total PM.syn 2: White Chapel Blvd & SH 114 WBFR 7/7/2014 Lane Group 01 o2 o4 o8 010 o14 Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Grade (%) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (Whr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (Whr) Parking (#/hr) Mid -Block Traffic (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 1 2 4 8 10 14 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 10.0 5.0 5.0 2.0 2.0 Minimum Split (s) 25.0 30.0 25.0 30.0 9.0 9.0 Total Split (s) 75.0 39.0 26.0 45.0 10.0 12.0 Total Split (%) 50% 26% 17% 30% 7% 8% Yellow Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 All -Red Time (s) 2.5 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None Min None None None None Act Effct Green (s) Actuated g/C Ratio 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 3 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total PM.syn 2: White Chapel Blvd & SH 114 WBFR 7/7/2014 --1. .4--- t II i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 1.10 1.41 0.36 0.36 1.04 Control Delay 113.6 225.9 4.2 3.9 91.3 Queue Delay 0.0 0.0 0.0 1.1 9.0 Total Delay 113.6 225.9 4.2 5.0 100.3 LOS F F A A F Approach Delay 195.0 4.8 100.3 Approach LOS F A F Queue Length 50th (ft) -725 -1123 11 20 -449 Queue Length 95th (ft) #1021 #1314 m13 m22 #570 Internal Link Dist (ft) 978 1277 433 363 Turn Bay Length (ft) Base Capacity (vph) 552 1137 609 1935 1147 Starvation Cap Reductn 0 0 0 940 0 Spillback Cap Reductn 0 0 0 0 26 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 1.10 1.41 0.33 0.71 1.06 Intersection Summary Area Type: Other Cycle Length: 150 Actuated Cycle Length: 145.7 Natural Cycle: 150 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 1.41 Intersection Signal Delay: 128.9 Intersection LOS: F Intersection Capacity Utilization 88.4% 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. Splits and Phases: 2: White Chapel Blvd & SH 114 WBFR =3 �3 3 r3 } TI D2 AD --lb'04 ­001 !-31 39s 1 E26s 10s E75s =2 4;2 2 =2 �t06 014 05 03 112sl E53s 1 E40 s 1 E45 s 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 4 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total PM.syn 2: White Chapel Blvd & SH 114 WBFR 7/7/2014 Lane Group 01 o2 o4 o8 010 o14 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 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 5 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total PM.syn 3: White Chapel Blvd & SH 114 EBFR II 7/7/2014 --1. t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4M tO Vii tt Volume (vph) 135 132 208 0 0 0 0 659 266 534 1102 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 120 0 0 0 Storage Lanes 1 0 0 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 0.91 0.91 0.95 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.95 1.00 Ped Bike Factor Frt 0.912 0.957 Flt Protected 0.950 0.998 0.950 Satd. Flow (prot) 1610 3086 0 0 0 0 0 4867 0 1770 3539 0 Flt Permitted 0.950 0.998 0.126 Satd. Flow (perm) 1610 3086 0 0 0 0 0 4867 0 235 3539 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 128 62 Link Speed (mph) 45 45 40 40 Link Distance (ft) 340 1061 355 513 Travel Time (s) 5.2 16.1 6.1 8.7 Confl. Peds. (#/hr) Confl. Bikes (#/hr) 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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Adj. Flow (vph) 142 139 219 0 0 0 0 694 280 562 1160 0 Shared Lane Traffic (%) 10% Lane Group Flow (vph) 128 372 0 0 0 0 0 974 0 562 1160 0 Turn Type Perm NA NA pm+pt NA Protected Phases 4 10 2 1 12 Permitted Phases 4 10 12 Detector Phase 4 10 4 10 2 1 12 Switch Phase Minimum Initial (s) 10.0 5.0 Minimum Split (s) 30.0 25.0 Total Split (s) 39.0 75.0 Total Split (%) 26.0% 50.0% Yellow Time (s) 4.5 4.5 All -Red Time (s) 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 Total Lost Time (s) 7.0 7.0 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode Min None Act Effct Green (s) 24.9 24.9 31.8 99.8 106.8 Actuated g/C Ratio 0.17 0.17 0.22 0.68 0.73 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 6 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total PM.syn 3: White Chapel Blvd & SH 114 EBFR 7/7/2014 Lane Group o4 o5 o6 o8 010 o14 Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Grade (%) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (Whr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (Whr) Parking (#/hr) Mid -Block Traffic (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 4 5 6 8 10 14 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 10.0 5.0 2.0 2.0 Minimum Split (s) 25.0 12.0 25.0 30.0 9.0 9.0 Total Split (s) 26.0 53.0 40.0 45.0 10.0 12.0 Total Split (%) 17% 35% 27% 30% 7% 8% Yellow Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 All -Red Time (s) 2.5 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lead Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None None Min None None None Act Effct Green (s) Actuated g/C Ratio 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 7 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total PM.syn 3: White Chapel Blvd & SH 114 EBFR 7/7/2014 --1. .4--- t II i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.47 0.59 0.88 0.64 0.45 Control Delay 60.3 39.8 61.4 8.2 0.8 Queue Delay 0.0 0.0 0.0 4.1 5.2 Total Delay 60.3 39.8 61.4 12.3 5.9 LOS E D E B A Approach Delay 45.1 61.4 8.0 Approach LOS D E A Queue Length 50th (ft) 121 118 312 64 0 Queue Length 95th (ft) 196 175 #397 m60 m0 Internal Link Dist (ft) 260 981 275 433 Turn Bay Length (ft) Base Capacity (vph) 253 592 1118 878 2601 Starvation Cap Reductn 0 0 0 232 1361 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.51 0.63 0.87 0.87 0.94 Intersection Summary Area Type: Other Cycle Length: 150 Actuated Cycle Length: 145.7 Natural Cycle: 150 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 1.41 Intersection Signal Delay: 30.1 Intersection LOS: C Intersection Capacity Utilization 88.4% 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: 3: White Chapel Blvd & SH 114 EBFR �3I} �3 �3 �3 Tt 0 2 --lb'04 ­001 C 41 39s 1 E26s 10s E75s �2 4;2 2 r2 '4405 �t06 14 08 112sl E53s 1 E40 s I E45s 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 8 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total PM.syn 3: White Chapel Blvd & SH 114 EBFR 7/7/2014 Lane Group o4 o5 o6 o8 010 o14 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 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 9 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total PM.syn 4: White Chapel Blvd & Countryside Crt 7/7/2014 t t II Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations r tt t Volume (vph) 0 76 31 924 1267 36 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 150 0 Storage Lanes 0 1 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 Ped Bike Factor Frt 0.865 0.996 Flt Protected 0.950 Satd. Flow (prot) 0 1611 1770 3539 3525 0 Flt Permitted 0.950 Satd. Flow (perm) 0 1611 1770 3539 3525 0 Link Speed (mph) 30 40 40 Link Distance (ft) 350 416 355 Travel Time (s) 8.0 7.1 6.1 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 0 79 32 963 1320 38 Shared Lane Traffic (%) Lane Group Flow (vph) 0 79 32 962 1358 0 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 47.5% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 10 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total PM.syn 5: White Chapel Blvd & Highland St 7/7/2014 --1. .4--- t II i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +' r Volume (vph) 76 50 61 93 21 11 68 826 36 0 1227 79 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 100 83 0 100 0 100 0 Storage Lanes 0 1 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 Ped Bike Factor Frt 0.850 0.988 0.994 0.991 Flt Protected 0.971 0.964 0.996 Satd. Flow (prot) 0 1809 1583 0 1774 0 0 3504 0 0 3507 0 Flt Permitted 0.971 0.964 0.996 Satd. Flow (perm) 0 1809 1583 0 1774 0 0 3504 0 0 3507 0 Link Speed (mph) 30 30 40 40 Link Distance (ft) 399 1022 306 772 Travel Time (s) 9.1 23.2 5.2 13.2 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Adj. Flow (vph) 78 51 62 95 21 11 69 843 37 0 1252 81 Shared Lane Traffic (%) Lane Group Flow (vph) 0 129 62 0 127 0 0 949 0 0 1333 0 Sign Control Yield Yield Yield Yield Intersection Summary Area Type: Other Control Type: Roundabout Intersection Capacity Utilization 86.0% ICU Level of Service E Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 11 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total PM.syn 6: S H 114 E B F R 7/7/2014 -4. '4- Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations t+'+ r Volume (vph) 364 9 0 0 0 160 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 0 1 Taper Length (ft) 25 25 Lane Util. Factor 0.91 0.91 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.996 0.865 Flt Protected Satd. Flow (prot) 5065 0 0 0 0 1611 Flt Permitted Satd. Flow (perm) 5065 0 0 0 0 1611 Link Speed (mph) 45 45 30 Link Distance (ft) 551 340 148 Travel Time (s) 8.3 5.2 3.4 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 396 10 0 0 0 174 Shared Lane Traffic (%) Lane Group Flow (vph) 406 0 0 0 0 174 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 23.8% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 12 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total PM.syn 7: Countryside Crt 7/7/2014 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations +' Volume (vph) 0 6 3 55 46 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.871 Flt Protected 0.950 Satd. Flow (prot) 0 1863 1622 0 1770 0 Flt Permitted 0.950 Satd. Flow (perm) 0 1863 1622 0 1770 0 Link Speed (mph) 30 30 30 Link Distance (ft) 284 350 146 Travel Time (s) 6.5 8.0 3.3 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 0 7 3 60 50 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 7 63 0 50 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 13.6% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 13 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total PM.syn 8: White Chapel Blvd 7/7/2014 t L* I t Lane Group WBL WBR NBT NBR SBU SBL SBT Lane Configurations tt A tt Volume (vph) 0 0 931 0 23 0 1320 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 150 Storage Lanes 0 0 0 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 0.95 1.00 1.00 1.00 0.95 Ped Bike Factor Frt Flt Protected 0.950 Satd. Flow (prot) 0 0 3539 0 1770 0 3539 Flt Permitted 0.950 Satd. Flow (perm) 0 0 3539 0 1770 0 3539 Link Speed (mph) 30 40 40 Link Distance (ft) 218 772 416 Travel Time (s) 5.0 13.2 7.1 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 0 0 1012 0 25 0 1435 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 1012 0 25 0 1435 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 39.8% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 14 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total PM 4-phase w widening.syn 1: White Chapel Blvd & E Kirkwood Blvd II 7/7/2014 t i Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations r Volume (vph) 265 18 432 208 12 249 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 1 1 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.956 Flt Protected 0.950 0.998 Satd. Flow (prot) 1770 1583 1781 0 0 1859 Flt Permitted 0.950 0.968 Satd. Flow (perm) 1770 1583 1781 0 0 1803 Right Turn on Red Yes Yes Satd. Flow (RTOR) 20 72 Link Speed (mph) 30 40 40 Link Distance (ft) 1240 979 903 Travel Time (s) 28.2 16.7 15.4 Confl. Peds. (#/hr) Confl. Bikes (Whr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 288 20 470 226 13 271 Shared Lane Traffic (%) Lane Group Flow (vph) 288 20 696 0 0 284 Turn Type Prot Perm NA Perm NA Protected Phases 8 2 6 Permitted Phases 8 6 Detector Phase 8 8 2 6 6 Switch Phase Minimum Initial (s) 4.0 4.0 4.0 4.0 4.0 Minimum Split (s) 20.0 20.0 20.0 20.0 20.0 Total Split (s) 20.0 20.0 20.0 20.0 20.0 Total Split (%) 50.0% 50.0% 50.0% 50.0% 50.0% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 All -Red Time (s) 0.5 0.5 0.5 0.5 0.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 Total Lost Time (s) 4.0 4.0 4.0 4.0 Lead/Lag Lead -Lag Optimize? Recall Mode None None Min Min Min Act Effct Green (s) 10.9 10.9 20.2 20.2 Actuated g/C Ratio 0.31 0.31 0.57 0.57 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 1 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total PM 4-phase w widening.syn 1: White Chapel Blvd & E Kirkwood Blvd II 7/7/2014 t i Lane Group WBL WBR NBT NBR SBL SBT v/c Ratio 0.53 0.04 0.67 0.28 Control Delay 13.9 4.4 14.7 7.7 Queue Delay 0.0 0.0 0.0 0.0 Total Delay 13.9 4.4 14.7 7.7 LOS B A B A Approach Delay 13.3 14.7 7.7 Approach LOS B B A Queue Length 50th (ft) 43 0 85 29 Queue Length 95th (ft) 87 8 #301 83 Internal Link Dist (ft) 1160 899 823 Turn Bay Length (ft) Base Capacity (vph) 803 729 1041 1022 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 0.03 0.67 0.28 Intersection Summary Area Type: Other Cycle Length: 40 Actuated Cycle Length: 35.6 Natural Cycle: 50 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 0.67 Intersection Signal Delay: 12.8 Intersection LOS: B Intersection Capacity Utilization 56.8% ICU Level of Service B Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: White Chapel Blvd & E Kirkwood Blvd 02 20Is T 063 20 s 20 s 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 2 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total PM 4-phase w widening.syn 2: White Chapel Blvd & SH 114 WBFR II 7/7/2014 --1. t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ) t tt tt Volume (vph) 0 0 0 623 1014 400 185 649 0 0 1037 61 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 145 240 Storage Lanes 0 0 1 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 0.86 0.86 0.91 1.00 0.95 1.00 1.00 0.91 0.91 Ped Bike Factor Frt 0.961 0.992 Flt Protected 0.950 0.996 0.950 Satd. Flow (prot) 0 0 0 1522 4600 0 1770 3539 0 0 5045 0 Flt Permitted 0.950 0.996 0.104 Satd. Flow (perm) 0 0 0 1522 4600 0 194 3539 0 0 5045 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 73 6 Link Speed (mph) 45 45 40 40 Link Distance (ft) 1058 1357 513 443 Travel Time (s) 16.0 20.6 8.7 7.6 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 1.00 1.00 1.00 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Adj. Flow (vph) 0 0 0 677 1102 435 201 705 0 0 1127 66 Shared Lane Traffic (%) 18% Lane Group Flow (vph) 0 0 0 555 1659 0 201 705 0 0 1193 0 Turn Type Perm NA pm+pt NA NA Protected Phases 8 14 5 5 6 6 Permitted Phases 8 14 5 6 Detector Phase 8 14 8 14 5 5 6 6 Switch Phase Minimum Initial (s) 5.0 10.0 Minimum Split (s) 12.0 25.0 Total Split (s) 35.0 46.0 Total Split (%) 23.3% 30.7% Yellow Time (s) 4.5 4.5 All -Red Time (s) 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 Total Lost Time (s) 7.0 7.0 Lead/Lag Lag Lead Lead -Lag Optimize? Yes Yes Recall Mode None Min Act Effct Green (s) 61.6 61.6 66.6 73.6 38.6 Actuated g/C Ratio 0.41 0.41 0.45 0.49 0.26 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 3 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total PM 4-phase w widening.syn 2: White Chapel Blvd & SH 114 WBFR 7/7/2014 Lane Group 01 o2 o4 o8 010 o14 Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Grade (%) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (Whr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (Whr) Parking (#/hr) Mid -Block Traffic (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 1 2 4 8 10 14 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 10.0 5.0 5.0 2.0 2.0 Minimum Split (s) 25.0 30.0 25.0 30.0 9.0 9.0 Total Split (s) 87.0 38.0 11.0 55.0 14.0 14.0 Total Split (%) 58% 25% 7% 37% 9% 9% Yellow Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 All -Red Time (s) 2.5 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lead Lag Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None Min None None None None Act Effct Green (s) Actuated g/C Ratio 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 4 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total PM 4-phase w widening.syn 2: White Chapel Blvd & SH 114 WBFR 7/7/2014 --1. .4--- t II i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.88 0.85 0.53 0.40 0.91 Control Delay 57.7 43.3 8.8 6.3 64.5 Queue Delay 0.0 0.0 0.0 1.2 1.9 Total Delay 57.7 43.3 8.8 7.5 66.4 LOS E D A A E Approach Delay 46.9 7.7 66.4 Approach LOS D A E Queue Length 50th (ft) 579 546 17 80 415 Queue Length 95th (ft) #840 617 m20 m94 #481 Internal Link Dist (ft) 978 1277 433 363 Turn Bay Length (ft) Base Capacity (vph) 618 1910 382 1754 1323 Starvation Cap Reductn 0 0 0 769 0 Spillback Cap Reductn 0 0 0 0 50 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.90 0.87 0.53 0.72 0.94 Intersection Summary Area Type: Other Cycle Length: 150 Actuated Cycle Length: 149.2 Natural Cycle: 150 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 0.92 Intersection Signal Delay: 44.0 Intersection LOS: D Intersection Capacity Utilization 80.0% 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. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 2: White Chapel Blvd & SH 114 WBFR �3I} �3 �3 �3 Tt02 --4 --k 10 o1 38 s 1 ff11 14 s 087s �;:2 �2 �;2 r2 � II} � 14 05 O6 3 14s Esss I 046s 55s 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 5 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total PM 4-phase w widening.syn 2: White Chapel Blvd & SH 114 WBFR 7/7/2014 Lane Group 01 o2 o4 o8 010 o14 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 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 6 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total PM 4-phase w widening.syn 3: White Chapel Blvd & SH 114 EBFR II 7/7/2014 --1. t i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4M tO Vii tt Volume (vph) 135 132 208 0 0 0 0 659 266 534 1102 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 120 0 0 0 Storage Lanes 1 0 0 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 0.91 0.91 0.95 1.00 1.00 1.00 1.00 0.91 0.91 1.00 0.95 1.00 Ped Bike Factor Frt 0.912 0.957 Flt Protected 0.950 0.998 0.950 Satd. Flow (prot) 1610 3086 0 0 0 0 0 4867 0 1770 3539 0 Flt Permitted 0.950 0.998 0.950 Satd. Flow (perm) 1610 3086 0 0 0 0 0 4867 0 1770 3539 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 157 61 Link Speed (mph) 45 45 40 40 Link Distance (ft) 340 1061 355 513 Travel Time (s) 5.2 16.1 6.1 8.7 Confl. Peds. (#/hr) Confl. Bikes (#/hr) 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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Adj. Flow (vph) 142 139 219 0 0 0 0 694 280 562 1160 0 Shared Lane Traffic (%) 10% Lane Group Flow (vph) 128 372 0 0 0 0 0 974 0 562 1160 0 Turn Type Perm NA NA Prot NA Protected Phases 4 10 2 1 12 Permitted Phases 4 10 Detector Phase 4 10 4 10 2 1 12 Switch Phase Minimum Initial (s) 10.0 5.0 Minimum Split (s) 30.0 25.0 Total Split (s) 38.0 87.0 Total Split (%) 25.3% 58.0% Yellow Time (s) 4.5 4.5 All -Red Time (s) 2.5 2.5 Lost Time Adjust (s) 0.0 0.0 Total Lost Time (s) 7.0 7.0 Lead/Lag Lead Lag Lead -Lag Optimize? Yes Yes Recall Mode Min None Act Effct Green (s) 17.9 17.9 31.0 79.3 117.3 Actuated g/C Ratio 0.12 0.12 0.21 0.53 0.79 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 7 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total PM 4-phase w widening.syn 3: White Chapel Blvd & SH 114 EBFR 7/7/2014 Lane Group o4 o5 o6 o8 010 o14 Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Grade (%) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (Whr) Peak Hour Factor Growth Factor Heavy Vehicles (%) Bus Blockages (Whr) Parking (#/hr) Mid -Block Traffic (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Turn Type Protected Phases 4 5 6 8 10 14 Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 5.0 5.0 10.0 5.0 2.0 2.0 Minimum Split (s) 25.0 12.0 25.0 30.0 9.0 9.0 Total Split (s) 11.0 35.0 46.0 55.0 14.0 14.0 Total Split (%) 7% 23% 31% 37% 9% 9% Yellow Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 All -Red Time (s) 2.5 2.5 2.5 2.5 2.5 2.5 Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lag Lag Lead Lag Lead Lead Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Recall Mode None None Min None None None Act Effct Green (s) Actuated g/C Ratio 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 8 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total PM 4-phase w widening.syn 3: White Chapel Blvd & SH 114 EBFR 7/7/2014 --1. .4--- t II i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.66 0.73 0.92 0.60 0.42 Control Delay 80.1 45.5 68.0 13.1 2.2 Queue Delay 0.0 0.0 0.0 17.9 3.4 Total Delay 80.1 45.5 68.0 31.0 5.7 LOS F D E C A Approach Delay 54.4 68.0 13.9 Approach LOS D E B Queue Length 50th (ft) 134 113 326 347 0 Queue Length 95th (ft) #224 175 #409 m496 m0 Internal Link Dist (ft) 260 981 275 433 Turn Bay Length (ft) Base Capacity (vph) 194 510 1059 949 2764 Starvation Cap Reductn 0 0 0 382 1478 Spillback Cap Reductn 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 Reduced v/c Ratio 0.66 0.73 0.92 0.99 0.90 Intersection Summary Area Type: Other Cycle Length: 150 Actuated Cycle Length: 149.2 Natural Cycle: 150 Control Type: Actuated -Uncoordinated Maximum v/c Ratio: 0.92 Intersection Signal Delay: 36.8 Intersection LOS: D Intersection Capacity Utilization 80.0% 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. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 3: White Chapel Blvd & SH 114 EBFR �3I} �3 �3 �3 Tt02 --4 --k 10 o1 38 s 1 ff11 14 s 087s �;:2 �2 �;2 r2 � II} � 14 05 O6 8 14s Esss I 046s 55s 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 9 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total PM 4-phase w widening.syn 3: White Chapel Blvd & SH 114 EBFR 7/7/2014 Lane Group o4 o5 o6 o8 010 o14 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 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 10 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total PM 4-phase w widening.syn 4: White Chapel Blvd & Countryside Crt II 7/7/2014 t t Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations r tt t Volume (vph) 0 76 31 924 1267 36 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 150 0 Storage Lanes 0 1 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 0.95 Ped Bike Factor Frt 0.865 0.996 Flt Protected 0.950 Satd. Flow (prot) 0 1611 1770 3539 3525 0 Flt Permitted 0.950 Satd. Flow (perm) 0 1611 1770 3539 3525 0 Link Speed (mph) 30 40 40 Link Distance (ft) 350 416 355 Travel Time (s) 8.0 7.1 6.1 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 0 79 32 963 1320 38 Shared Lane Traffic (%) Lane Group Flow (vph) 0 79 32 962 1358 0 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 47.5% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 11 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total PM 4-phase w widening.syn 5: White Chapel Blvd & Highland St 7/7/2014 --1. .4--- t II i Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations +' r Volume (vph) 76 50 61 93 21 11 68 826 36 0 1227 79 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 100 83 0 100 0 100 0 Storage Lanes 0 1 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 0.95 0.95 0.95 0.95 Ped Bike Factor Frt 0.850 0.988 0.994 0.991 Flt Protected 0.971 0.964 0.996 Satd. Flow (prot) 0 1809 1583 0 1774 0 0 3504 0 0 3507 0 Flt Permitted 0.971 0.964 0.996 Satd. Flow (perm) 0 1809 1583 0 1774 0 0 3504 0 0 3507 0 Link Speed (mph) 30 30 40 40 Link Distance (ft) 399 1022 306 772 Travel Time (s) 9.1 23.2 5.2 13.2 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% 0% Adj. Flow (vph) 78 51 62 95 21 11 69 843 37 0 1252 81 Shared Lane Traffic (%) Lane Group Flow (vph) 0 129 62 0 127 0 0 949 0 0 1333 0 Sign Control Yield Yield Yield Yield Intersection Summary Area Type: Other Control Type: Roundabout Intersection Capacity Utilization 86.0% ICU Level of Service E Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 12 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total PM 4-phase w widening.syn 6: S H 114 E B F R 7/7/2014 -4. '4- Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations t+'+ r Volume (vph) 364 9 0 0 0 160 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 0 1 Taper Length (ft) 25 25 Lane Util. Factor 0.91 0.91 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.996 0.865 Flt Protected Satd. Flow (prot) 5065 0 0 0 0 1611 Flt Permitted Satd. Flow (perm) 5065 0 0 0 0 1611 Link Speed (mph) 45 45 30 Link Distance (ft) 551 340 148 Travel Time (s) 8.3 5.2 3.4 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 396 10 0 0 0 174 Shared Lane Traffic (%) Lane Group Flow (vph) 406 0 0 0 0 174 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 23.8% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 13 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total PM 4-phase w widening.syn 7: Countryside Crt 7/7/2014 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations +' Volume (vph) 0 6 3 55 46 0 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.871 Flt Protected 0.950 Satd. Flow (prot) 0 1863 1622 0 1770 0 Flt Permitted 0.950 Satd. Flow (perm) 0 1863 1622 0 1770 0 Link Speed (mph) 30 30 30 Link Distance (ft) 284 350 146 Travel Time (s) 6.5 8.0 3.3 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 0 7 3 60 50 0 Shared Lane Traffic (%) Lane Group Flow (vph) 0 7 63 0 50 0 Sign Control Free Free Stop Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 13.6% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 14 Lanes, Volumes, Timings Southlake Office Plaza 2025 Total PM 4-phase w widening.syn 8: White Chapel Blvd 7/7/2014 t L* I t Lane Group WBL WBR NBT NBR SBU SBL SBT Lane Configurations tt A tt Volume (vph) 0 0 931 0 23 0 1320 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 150 Storage Lanes 0 0 0 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 0.95 1.00 1.00 1.00 0.95 Ped Bike Factor Frt Flt Protected 0.950 Satd. Flow (prot) 0 0 3539 0 1770 0 3539 Flt Permitted 0.950 Satd. Flow (perm) 0 0 3539 0 1770 0 3539 Link Speed (mph) 30 40 40 Link Distance (ft) 218 772 416 Travel Time (s) 5.0 13.2 7.1 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Growth Factor 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 2% 2% 2% 2% 2% 2% Bus Blockages (Whr) 0 0 0 0 0 0 0 Parking (#/hr) Mid -Block Traffic (%) 0% 0% 0% Adj. Flow (vph) 0 0 1012 0 25 0 1435 Shared Lane Traffic (%) Lane Group Flow (vph) 0 0 1012 0 25 0 1435 Sign Control Stop Free Free Intersection Summary Area Type: Other Control Type: Unsignalized Intersection Capacity Utilization 39.8% ICU Level of Service A Analysis Period (min) 15 7:30 am 5/29/2014 Baseline Synchro 8 Report Page 15 SAVANT GPouP Appendix E: Roundabout Analysis White Chapel Boulevard Traffic Impact Assessment MOVEMENT SUMMARY V Site: Highland @ White Chapel Year 2020 - AM Peak Roundabout South: White Chapel 1 L2 33 2.0 0.469 3.5 LOS A 3.1 2 T1 937 2.0 0.469 1.9 LOS A 3.2 3 R2 74 2.0 0.469 1.7 LOS A 3.2 Approach 1043 2.0 0.469 1.9 LOS A 3.2 East: Highland 4 L2 41 2.0 0.128 5.1 LOS A 0.6 5 T1 15 2.0 0.128 3.6 LOS A 0.6 6 R2 25 2.0 0.128 3.6 LOS A 0.6 Approach 82 2.0 0.128 4.3 LOS A 0.6 North: White Chapel 7 L2 12 2.0 0.245 1.9 LOS A 1.3 8 T1 565 2.0 0.245 0.3 LOS A 1.3 9 R2 1132.0 0.245 0.3 LOS A 1.3 Approach 690 2.0 0.245 0.4 LOS A 1.3 West: Highland 10 L2 211 2.0 0.311 3.3 LOS A 1.4 11 T1 137 2.0 0.311 1.8 LOS A 1.4 12 R2 164 2.0 0.146 1.5 LOS A 0.6 Approach 512 2.0 0.311 2.3 LOS A 1.4 All Vehicles 2327 2.0 0.469 1.6 LOS A 3.2 Level of Service (LOS) Method: Delay (HCM 2000). Roundabout LOS Method: SIDRA Roundabout LOS. Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap -Acceptance Capacity: SIDRA Standard (Akgelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. 21.9 0.61 0.39 30.4 22.7 0.60 0.36 28.3 22.7 0.60 0.33 28.3 22.7 0.60 0.36 28.4 4.0 0.68 0.71 30.1 4.0 0.68 0.71 28.1 4.0 0.68 0.71 28.1 4.0 0.68 0.71 29.1 9.2 0.24 0.08 30.9 9.4 0.24 0.07 28.7 9.4 0.24 0.06 28.7 9.4 0.24 0.07 28.8 10.2 0.53 0.45 30.3 10.2 0.53 0.45 28.2 4.3 0.47 0.31 28.5 10.2 0.51 0.41 29.1 22.7 0.48 0.29 28.7 Processed: Monday, July 07, 2014 2:22:55 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd S I D RA SIDRA INTERSECTION 6.0.20.4660 www.sidrasolutions.com Project: S:\Projects\205-001 SH 114 White Chapel Blvd TIA\Synchro\SIDRA Roundabout Analysis\2020 Total INTERSECTION 6 AM.sip6 8003775, SAVANT GROUP, INC., PLUS / 1 PC LEVEL OF SERVICE V Site: Highland @ White Chapel Year 2020 - AM Peak Roundabout All Movement Classes I I South East North West Intersection LOS I A A A A A r Level of Service (LOS) Method: Delay (HCM 2000). Roundabout LOS Method: SIDRA Roundabout LOS. Lane LOS values are based on average delay per lane. White Chapel I I I I I 1 I I L Intersection and Approach LOS values are based on average delay for all lanes. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Processed: Monday, July 07, 2014 2:22:55 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd S I D RA SIDRA INTERSECTION 6.0.20.4660 www.sidrasolutions.com Project: S:\Projects\205-001 SH 114 White Chapel Blvd TIA\Synchro\SIDRA Roundabout Analysis\2020 Total INTERSECTION 6 AM.sip6 8003775, SAVANT GROUP, INC., PLUS / 1 PC MOVEMENT SUMMARY V Site: Highland @ White Chapel Year 2020 - PM Peak Roundabout South: White Chapel 1 L2 67 2.0 0.352 2.1 LOS A 2.2 2 T1 852 2.0 0.352 0.5 LOS A 2.3 3 R2 36 2.0 0.352 0.5 LOS A 2.3 Approach 955 2.0 0.352 0.6 LOS A 2.3 East: Highland 4 L2 91 2.0 0.162 4.4 LOS A 0.7 5 T1 21 2.0 0.162 2.9 LOS A 0.7 6 R2 11 2.0 0.162 2.9 LOS A 0.7 Approach 123 2.0 0.162 4.1 LOS A 0.7 North: White Chapel 7 L2 1 2.0 0.510 2.6 LOS A 3.5 8 T1 1265 2.0 0.510 1.0 LOS A 3.6 9 R2 78 2.0 0.510 0.9 LOS A 3.6 Approach 1345 2.0 0.510 1.0 LOS A 3.6 West: Highland 10 L2 75 2.0 0.152 4.5 LOS A 0.7 11 T1 49 2.0 0.152 2.9 LOS A 0.7 12 R2 60 2.0 0.073 2.8 LOS A 0.3 Approach 184 2.0 0.152 3.5 LOS A 0.7 All Vehicles 2607 2.0 0.510 1.2 LOS A 3.6 Level of Service (LOS) Method: Delay (HCM 2000). Roundabout LOS Method: SIDRA Roundabout LOS. Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap -Acceptance Capacity: SIDRA Standard (Akgelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. 15.8 0.35 0.15 30.7 16.2 0.34 0.12 28.6 16.2 0.34 0.09 28.6 16.2 0.34 0.12 28.7 4.7 0.60 0.66 30.2 4.7 0.60 0.66 28.1 4.7 0.60 0.66 28.1 4.7 0.60 0.66 29.6 25.1 0.46 0.20 30.6 25.6 0.45 0.18 28.5 25.6 0.44 0.17 28.5 25.6 0.45 0.18 28.5 5.0 0.69 0.65 30.1 5.0 0.69 0.65 28.1 2.4 0.67 0.58 28.3 5.0 0.68 0.63 29.0 25.6 0.43 0.21 28.7 Processed: Monday, July 07, 2014 2:26:46 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd S I D RA SIDRA INTERSECTION 6.0.20.4660 www.sidrasolutions.com Project: S:\Projects\205-001 SH 114 White Chapel Blvd TIA\Synchro\SIDRA Roundabout Analysis\2020 Total INTERSECTION 6 PM.sip6 8003775, SAVANT GROUP, INC., PLUS / 1 PC LEVEL OF SERVICE V Site: Highland @ White Chapel Year 2020 - PM Peak Roundabout All Movement Classes I I South East North West Intersection LOS I A A A A A r Level of Service (LOS) Method: Delay (HCM 2000). Roundabout LOS Method: SIDRA Roundabout LOS. Lane LOS values are based on average delay per lane. White Chapel I I I I I 1 I I L Intersection and Approach LOS values are based on average delay for all lanes. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Processed: Monday, July 07, 2014 2:26:46 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd S I D RA SIDRA INTERSECTION 6.0.20.4660 www.sidrasolutions.com Project: S:\Projects\205-001 SH 114 White Chapel Blvd TIA\Synchro\SIDRA Roundabout Analysis\2020 Total INTERSECTION 6 PM.sip6 8003775, SAVANT GROUP, INC., PLUS / 1 PC MOVEMENT SUMMARY V Site: Highland @ White Chapel Year 2025 - AM Peak Roundabout South: White Chapel 1 L2 36 2.0 0.517 4.1 LOS A 3.7 2 T1 996 2.0 0.517 2.3 LOS A 3.8 3 R2 82 2.0 0.517 2.1 LOS A 3.8 Approach 1113 2.0 0.517 2.4 LOS A 3.8 East: Highland 4 L2 46 2.0 0.150 5.4 LOS A 0.7 5 T1 16 2.0 0.150 3.9 LOS A 0.7 6 R2 27 2.0 0.150 3.9 LOS A 0.7 Approach 89 2.0 0.150 4.7 LOS A 0.7 North: White Chapel 7 L2 13 2.0 0.267 1.9 LOS A 1.4 8 T1 609 2.0 0.267 0.4 LOS A 1.5 9 R2 1252.0 0.267 0.3 LOS A 1.5 Approach 747 2.0 0.267 0.4 LOS A 1.5 West: Highland 10 L2 233 2.0 0.351 3.5 LOS A 1.7 11 T1 151 2.0 0.351 2.0 LOS A 1.7 12 R2 182 2.0 0.165 1.6 LOS A 0.7 Approach 565 2.0 0.351 2.5 LOS A 1.7 All Vehicles 2514 2.0 0.517 1.9 LOS A 3.8 Level of Service (LOS) Method: Delay (HCM 2000). Roundabout LOS Method: SIDRA Roundabout LOS. Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap -Acceptance Capacity: SIDRA Standard (Akgelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. 26.5 0.67 0.51 30.3 26.8 0.66 0.46 28.2 26.8 0.66 0.40 28.2 26.8 0.66 0.46 28.3 4.9 0.72 0.75 30.0 4.9 0.72 0.75 28.0 4.9 0.72 0.75 28.0 4.9 0.72 0.75 29.0 10.3 0.26 0.08 30.8 10.5 0.26 0.08 28.7 10.5 0.25 0.07 28.7 10.5 0.26 0.07 28.7 11.8 0.57 0.48 30.3 11.8 0.57 0.48 28.2 4.9 0.50 0.34 28.5 11.8 0.54 0.44 29.1 26.8 0.52 0.35 28.6 Processed: Monday, July 07, 2014 2:25:20 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd S I D RA SIDRA INTERSECTION 6.0.20.4660 www.sidrasolutions.com Project: S:\Projects\205-001 SH 114 White Chapel Blvd TIA\Synchro\SIDRA Roundabout Analysis\2025 Total INTERSECTION 6 AM.sip6 8003775, SAVANT GROUP, INC., PLUS / 1 PC LEVEL OF SERVICE V Site: Highland @ White Chapel Year 2025 - AM Peak Roundabout All Movement Classes South East North West Intersection LOS A A A A A �i Level of Service (LOS) Method: Delay (HCM 2000). Roundabout LOS Method: SIDRA Roundabout LOS. Lane LOS values are based on average delay per lane. White Chapel I I I I I I I I I '.1'Iri[e Cn�pe� v c P L Intersection and Approach LOS values are based on average delay for all lanes. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Processed: Monday, July 07, 2014 2:25:20 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd S I D RA SIDRA INTERSECTION 6.0.20.4660 www.sidrasolutions.com Project: S:\Projects\205-001 SH 114 White Chapel Blvd TIA\Synchro\SIDRA Roundabout Analysis\2025 Total INTERSECTION 6 AM.sip6 8003775, SAVANT GROUP, INC., PLUS / 1 PC MOVEMENT SUMMARY V Site: Highland @ White Chapel Year 2025 - PM Peak Roundabout South: White Chapel 1 L2 74 2.0 0.377 2.2 LOS A 2.5 2 T1 898 2.0 0.377 0.6 LOS A 2.5 3 R2 39 2.0 0.377 0.6 LOS A 2.5 Approach 1011 2.0 0.377 0.7 LOS A 2.5 East: Highland 4 L2 101 2.0 0.186 4.6 LOS A 0.8 5 T1 23 2.0 0.186 3.1 LOS A 0.8 6 R2 12 2.0 0.186 3.1 LOS A 0.8 Approach 136 2.0 0.186 4.3 LOS A 0.8 North: White Chapel 7 L2 1 2.0 0.547 2.7 LOS A 4.0 8 T1 1334 2.0 0.547 1.1 LOS A 4.0 9 R2 86 2.0 0.547 1.0 LOS A 4.0 Approach 1421 2.0 0.547 1.1 LOS A 4.0 West: Highland 10 L2 83 2.0 0.176 4.7 LOS A 0.9 11 T1 54 2.0 0.176 3.2 LOS A 0.9 12 R2 66 2.0 0.085 3.0 LOS A 0.4 Approach 203 2.0 0.176 3.8 LOS A 0.9 All Vehicles 2771 2.0 0.547 1.3 LOS A 4.0 Level of Service (LOS) Method: Delay (HCM 2000). Roundabout LOS Method: SIDRA Roundabout LOS. Vehicle movement LOS values are based on average delay per movement Intersection and Approach LOS values are based on average delay for all vehicle movements. Roundabout Capacity Model: SIDRA Standard. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Gap -Acceptance Capacity: SIDRA Standard (Akgelik M3D). HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation. 17.5 0.38 0.16 30.6 17.9 0.37 0.13 28.5 17.9 0.37 0.10 28.6 17.9 0.37 0.13 28.7 5.5 0.63 0.68 30.1 5.5 0.63 0.68 28.1 5.5 0.63 0.68 28.1 5.5 0.63 0.68 29.6 28.2 0.50 0.23 30.5 28.8 0.49 0.21 28.4 28.8 0.48 0.20 28.4 28.8 0.49 0.21 28.4 6.1 0.72 0.70 30.1 6.1 0.72 0.70 28.0 2.8 0.70 0.63 28.3 6.1 0.71 0.68 28.9 28.8 0.47 0.24 28.6 Processed: Monday, July 07, 2014 2:27:59 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd S I D RA SIDRA INTERSECTION 6.0.20.4660 www.sidrasolutions.com Project: S:\Projects\205-001 SH 114 White Chapel Blvd TIA\Synchro\SIDRA Roundabout Analysis\2025 Total INTERSECTION 6 PM.sip6 8003775, SAVANT GROUP, INC., PLUS / 1 PC LEVEL OF SERVICE V Site: Highland @ White Chapel Year 2025 - PM Peak Roundabout All Movement Classes South East North West Intersection LOS A A A A A �i Level of Service (LOS) Method: Delay (HCM 2000). Roundabout LOS Method: SIDRA Roundabout LOS. Lane LOS values are based on average delay per lane. White Chapel I I I I I I I I I '.1'Iri[e Cn�pe� v c P L Intersection and Approach LOS values are based on average delay for all lanes. SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay. Processed: Monday, July 07, 2014 2:27:59 PM Copyright © 2000-2014 Akcelik and Associates Pty Ltd S I D RA SIDRA INTERSECTION 6.0.20.4660 www.sidrasolutions.com Project: S:\Projects\205-001 SH 114 White Chapel Blvd TIA\Synchro\SIDRA Roundabout Analysis\2025 Total INTERSECTION 6 PM.sip6 8003775, SAVANT GROUP, INC., PLUS / 1 PC