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Item 7A - TIAVolume 1 — Traffic Impact Analysis LifeTime Fitness Southlake, Texas Original Submission: October 14, 2019 Revised Submission: December 2, 2019 Kimley-Horn and Associates, Inc. Dallas, Texas Project #064460903 ' Registered Firm F-928 Kimley)))Horn Traffic Impact Analysis LifeTime Fitness Dove Road and SH 114 Southlake, Texas Prepared by: Kimley-Horn and Associates, Inc. 13455 Noel Road, Two Galleria Tower, Suite 700 Dallas, Texas 75240 Registered Firm F-928 Contact: Scot Johnson, P.E., PTOE Abby Inabnet, EIT 972-770-1300 December 2, 2019 A +� SCOT A. JOHNSON �...................... rd .a 926.1.6 �00+' IGEN ,. ?a1�1 Kiml+ey>>> Horn Page i TABLE OF CONTENTS EXECUTIVE SUMMARY................................................................................................................ ii I. INTRODUCTION.......................................................................................................................1 TABLE 2 A. PURPOSE................................................................................................................................. 1 B. METHODOLOGY........................................................................................................................ 1 II. EXISTING AND FUTURE AREA CONDITIONS.......................................................................4 TABLE 4 A. ROADWAY CHARACTERISTICS....................................................................................................4 B. EXISTING STUDY AREA..............................................................................................................4 - PEAK HOUR LINK OPERATIONAL RESULTS............................................................................24 C. PROPOSED SITE IMPROVEMENTS...............................................................................................5 TABLE 6 D. ADJACENT DEVELOPMENT.........................................................................................................5 E. EXISTING TRAFFIC VOLUMES.....................................................................................................6 III. PROJECT TRAFFIC CHARACTERISTICS...............................................................................9 A. SITE -GENERATED TRAFFIC........................................................................................................9 B. TRIP DISTRIBUTION AND ASSIGNMENT...................................................................................... 10 C. OTHER DEVELOPMENT TRAFFIC MODELLING............................................................................10 D. DEVELOPMENT OF 2022 BACKGROUND TRAFFIC...................................................................... 10 E. DEVELOPMENT OF 2022 TOTAL TRAFFIC.................................................................................. 10 F. DEVELOPMENT OF 2027 BACKGROUND AND TOTAL TRAFFIC ..................................................... 10 IV. TRAFFIC OPERATIONS ANALYSIS......................................................................................18 A. ANALYSIS METHODOLOGY....................................................................................................... 18 B. ANALYSIS RESULTS................................................................................................................. 19 C. 2019 EXISTING TRAFFIC OPERATIONS.....................................................................................21 D. 2022 BACKGROUND TRAFFIC OPERATIONS..............................................................................21 E. 2022 BACKGROUND PLUS SITE -GENERATED TRAFFIC OPERATIONS..........................................21 F. 2027 BACKGROUND TRAFFIC OPERATIONS..............................................................................22 G. 2027 BACKGROUND PLUS SITE -GENERATED TRAFFIC OPERATIONS..........................................22 H. LINK VOLUME ANALYSIS..........................................................................................................23 I. RIGHT -TURN LANE ANALYSIS..................................................................................................25 V. CONCLUSIONS AND RECOMMENDATIONS.......................................................................26 LIST OF EXHIBITS EXHIBIT 1: VICINITY MAP........................................................................................................................2 EXHIBIT 2: CONCEPTUAL SITE PLAN........................................................................................................3 EXHIBIT 3: LANE ASSIGNMENTS AND INTERSECTION CONTROL.................................................................7 EXHIBIT 4: 2019 EXISTING TRAFFIC VOLUMES.........................................................................................8 EXHIBIT 5: TRIP DISTRIBUTION AND TRAFFIC ASSIGNMENT.....................................................................12 EXHIBIT 6: SITE -GENERATED TRAFFIC VOLUMES...................................................................................13 EXHIBIT 7: 2022 BACKGROUND TRAFFIC VOLUMES...............................................................................14 EXHIBIT 8: 2022 BACKGROUND PLUS -SITE GENERATED TRAFFIC VOLUME.............................................15 EXHIBIT 9: 2027 BACKGROUND TRAFFIC VOLUMES...............................................................................16 EXHIBIT 10: 2027 BACKGROUND PLUS -SITE GENERATED TRAFFIC VOLUME...........................................17 LIST OF TABLES TABLE 1 -TRIP GENERATION.................................................................................................................9 TABLE 2 - LEVEL OF SERVICE DEFINITIONS...........................................................................................18 TABLE 3 - TRAFFIC OPERATIONAL RESULTS - WEEKDAY AM PEAK HOUR..............................................19 TABLE 4 - TRAFFIC OPERATIONAL RESULTS - WEEKDAY PM PEAK HOUR..............................................20 TABLE 5 - PEAK HOUR LINK OPERATIONAL RESULTS............................................................................24 TABLE 6 - RIGHT TURN LANE ANALYSIS................................................................................................25 Ki m I ey ))) H ©1 n Page h EXECUTIVE SUMMARY This report has been updated in response to the City of Southlake comments dated October 29, 2019 and the updated site plan. The comments and response for each is included in the Appendix. There are no significant changes to the report findings. The proposed LifeTime Fitness development is located at the southeast corner of Dove Road and the SH 114 westbound frontage road in Southlake, Texas. This study is intended to identify traffic generation characteristics, identify potential traffic related impacts on the local street system, and to develop mitigation measures required for identified impacts. The following existing intersections were selected to be part of this study: ■ Dove Road at SH 114 eastbound frontage road; ■ Dove Road at SH 114 westbound frontage road; ■ Dove Road at Kirkwood Boulevard; ■ Dove Road at Verizon Driveway The analysis also included the following proposed driveways: ■ Drive 1, which is a right-in/right-out driveway to SH 114 westbound frontage road; ■ Drive 2, which is a full -access driveway to the proposed Kirkwood Boulevard extension Traffic operations were analyzed at the study intersections for existing volumes, 2022 and 2027 background traffic volumes, and 2022 and 2027 background plus site -generated traffic volumes. The future years correspond to the expected buildout year of the site and a key future study year. Conditions were analyzed for the weekday AM and PM peak hours. The background traffic conditions included existing traffic with compound growth rates, plus explicit modeling of the following presumed developments in the vicinity: ■ A typical commercial site, a future development consisting of 40,000 SF of office, 40,000 SF of grocery store, 10,000 SF of restaurant, and 10,000 SF of retail. It is located on the southeast corner of Dove Road and the SH 114 westbound frontage road just north of the LifeTime Fitness development. The site is assumed to be in place for the 2027 scenarios. It was assumed that the Commercial site will include new driveways in the following approximate locations: ■ Commercial Drive 3, which is a right-in/right-out driveway to SH 114 westbound frontage road; ■ Commercial Drive 4, which is a full -access driveway to the proposed Kirkwood Boulevard extension; ■ Commercial Drive 5, which is a full -access driveway added as a southern leg to the existing intersection of Dove Road and Verizon Driveway Ki m I ey ))) H ©1 n Page iii The proposed LifeTime Fitness development is expected to generate approximately 142 new weekday AM peak hour one-way trips and 373 new weekday PM peak hour one-way trips at buildout. The distribution of the site -generated traffic volumes onto the street system was based on the surrounding roadway network, existing traffic patterns, and the project's proposed access locations. On the City of Southlake Thoroughfare Plan, Kirkwood Boulevard is proposed to extend from the existing intersection of Dove Road and Kirkwood Boulevard to the existing intersection of White Chapel Boulevard and Kirkwood Boulevard. As part of the LifeTime Fitness development, a part of the northern section of the Kirkwood Boulevard extension will be constructed along with the development. This extension will be a two-lane undivided roadway stretching from Dove Road to the proposed Drive 2 at the southeast corner of the development. The ultimate section of Kirkwood Boulevard adjacent to the site and the southern portion of the roadway that will connect to White Chapel Boulevard, south of Drive 2, will be constructed by outside developers at a different time. Based on the analysis presented in this report, the proposed LifeTime Fitness development can be successfully incorporated into the surrounding roadway network. The proposed site driveways provide the appropriate level of access for the development. The site -generated traffic does not significantly affect the existing vehicle traffic operations. The following improvements are recommended for the LifeTime Fitness site: 1. Drive 1 should be constructed with a northbound right -turn deceleration lane. 2. Drive 2 should be constructed with a southbound right -turn deceleration lane. Kimley»>Horn Page 1 I. INTRODUCTION A. Purpose Kimley-Horn was retained to conduct a Traffic Impact Analysis (TIA) of future traffic conditions associated with the development of the LifeTime Fitness site located at the southeast corner of Dove Road and the SH 114 westbound frontage road in Southlake, Texas. A site vicinity map is provided as Exhibit 1. Exhibit 2 shows the proposed conceptual site plan. This study is intended to identify traffic generation characteristics, identify potential traffic related impacts on the local street system, and to develop mitigation measures required for identified impacts. B. Methodology Traffic operations were analyzed at the study intersections for AM and PM peak hours for the following scenarios. ■ 2019 existing traffic ■ 2022 background traffic ■ 2022 background plus site traffic ■ 2027 background traffic ■ 2027 background plus site traffic The capacity analyses were conducted using the SynchroTM software package and its associated Intersection reports for signalized intersections and Highway Capacity Manual reports for unsignalized intersections. yh i v �v\kl ' � r Dove Road , If /, 1 Oc ,r• m Assumed -- Commercial Site t Driveway locations TBD I 1 � I f I i 1 D I 1�= 1 � �����111111111511111��II i���J ��iii�ii�iti i�il�i7li iil -!n 1�6 � lJ1l�TTTT' V I I I. �1J.L 11 7 0 _ 0 1Drivel 0 ° V IIIIIIIIIIIIIIII.,I — � I I I I I I I I I I I I I-� U l l l l fIITTITI1111TI I i� "e y y I�. • a a I I VIIIIIIIIIU a���l�lll��llll�ll .I � � I on 1 It I , _ I ® r e f I I I 1 I l EXHIBIT 2 Conceptual Site Plan North Kimley>>>Horn Not To Scale r Ki m ey ))) H O 1 n Page 4 II. EXISTING AND FUTURE AREA CONDITIONS A. Roadway Characteristics The following signalized intersections were evaluated as part of this study: ■ Dove Road at SH 114 eastbound frontage road ■ Dove Road at SH 114 westbound frontage road ■ Dove Road at Kirkwood Boulevard The following unsignalized intersection was evaluated as part of this study: ■ Dove Road at Verizon Driveway The major study area roadways are described below. Kirkwood Boulevard — is a four -lane, divided road that serpentines northwest - southeast through Southlake, generally parallel to SH 114. Kirkwood Boulevard is currently discontinuous, and near the project begins at Dove Road and ends at SH 114 north of the site area. In the project vicinity, Kirkwood Boulevard has intersections with Dove Road and Drive 2. On the City of Southlake Thoroughfare Plan, Kirkwood Boulevard is classified as a divided four -lane Arterial (A4D — 100'). The speed limit near the site is 30 mph. As part of the LifeTime Fitness development, Kirkwood Boulevard will be extended as a two-lane, undivided roadway to the proposed Drive 2 along the east side of the development. In a separate project, others will build two additional lanes to the roadway later, as well as a four -lane connection to White Chapel Boulevard. Dove Road — is a four -lane, divided road that runs east -west through Southlake. East of Kirkwood Boulevard, Dove Road transitions into a two-lane undivided road and has a single -lane roundabout intersection with White Chapel Boulevard. In the project vicinity, Dove Road has intersections with SH 114 westbound and eastbound frontage roads and Kirkwood Boulevard. On the City of Southlake Thoroughfare Plan, Dove Road is classified as a divided four -lane Arterial (A4U — 88') in the project area. The speed limit near the site is 30 mph. SH 114 west- and eastbound frontage roads — are three -lane frontage roads that run along SH 114 through Southlake. In the project vicinity, the frontage roads each have an intersection with Dove Road. The speed limit near the site is 45 mph. Exhibit 3 illustrates the existing intersection geometry used for the traffic analysis. B. Existing Study Area The property is currently zoned Mixed -Use (SP1 -Generalized Site Plan). The property is currently undeveloped. Kimley»>Horn Page 5 C. Proposed Site Improvements As shown in Exhibit 2, the site as proposed will include 108,148 SF of Health/Fitness Club space. Kirkwood Boulevard will be extended to the southern -most driveway of the site as a two- lane undivided roadway adjacent to the east side of the site. The site would have access via a total of two driveways in addition to the assumed driveways for the commercial development just north of the LifeTime Fitness. These three commercial driveways were only considered in the 2027 Background and 2027 Background Plus Site -Generated traffic analyses. The driveways to be modeled in this analysis are as follows: Drive 1 — would be a right-in/right-out driveway to SH 114 westbound frontage road approximately 955 feet south of the intersection of Dove Road and SH 114 westbound frontage road. One lane will be constructed for the inbound movement, and one lane will be constructed for the outbound movement. A northbound right -turn deceleration lane will also be constructed. Drive 2 — would be a full -access driveway to Kirkwood Boulevard approximately 1,215 feet south of the intersection of Kirkwood Boulevard and Dove Road. One lane will be constructed for the inbound movement, and one lane will be constructed for the outbound movement. A southbound right -turn deceleration lane will also be constructed. Intersection sight distance at the proposed driveways is acceptable, with each on relatively straight segments of their respective roadway. D. Adjacent Development A typical commercial development was analyzed just north of the LifeTime Fitness development, located at the southeast cornerof SH 114 westbound frontage road and Dove Road. This is an assumed future development consisting of 40,000 SF of office, 40,000 SF of grocery store, 10,000 SF of restaurant, and 10,000 SF of retail. It was assumed that the commercial site would have access to three driveways to move in a n d out of the site. These driveways were modelled along the SH 114 westbound frontage road, Dove Road, and Kirkwood Boulevard. The commercial site is assumed to be in place for the 2027 scenarios. Kimley»>Horn E. Existing Traffic Volumes Page 6 24-hour machine counts were collected while school was in session on August 29, 2019, adjacent to the site on Dove Road, the SH 114 westbound frontage road (before the off - ramp), and the SH 114 westbound off -ramp south of Dove Road. Exhibit 4 shows the existing weekday AM and PM peak hour traffic volumes. The raw count sheets are provided in the Appendix, as well as a comparison between the 24-hour volumes collected and previous 24-hour counts. The 24-hour count showed the daily volume on the roadway link as follows: • Dove Road: 7,628 vehicles per day (vpd) • SH 114 westbound frontage road: 2,533 vpd • SH 114 westbound off -ramp: 4,946 vpd T N o N > � -O p N .� % O Y CO dois �\ �r STOP � Dove Road 4%I 1 I 6Lo N 'C E E O U a�O Commercial Drive 3 Commercial Drive 4 0 v a O 4444x► Drive 1 Drive 2 101 of v Q Q Q I I I I LL LL Kirkwood Boulevard Go LU 1:0 (Future Extension) x U) = U) EXHIBIT 3 LEGEND: O * =Turn Bay = Signalized = Driveway Lanes or Lane Assignment and Intersection Control Intersection Off -Site Improvements STOP = Stop-Controlled `� = Commercial site North Approach Driveway Lanes Travel Lane TWLTL =Two-WaLefTurn n LaneKimley>>>HOrn Not To Scale -2 o> 3 Dove Road EXHIBIT 4 LEGEND: X (Y) 2019 Existing Traffic Volumes X= Weekday AM Peak Hour Turning Movements Y = Weekday PM Peak Hour Turning Movements North K i m I ey>> H o r n Volumes may not sum from point to point due to rounding and. resenca of smaller driven a not included in anal is. Not To Scale Kimley»>Horn III. PROJECT TRAFFIC CHARACTERISTICS A. Site -Generated Traffic Page 9 Site -generated traffic estimates are determined through a process known as trip generation. Rates and equations are applied to the proposed land use to estimate traffic generated by the development during a specific time interval. The acknowledged source for trip generation rates is the 10th edition of Trip Generation Manual published by the Institute of Transportation Engineers (ITE). ITE has established trip rates in nationwide studies of similar land uses. The trips indicated are actually one-way trips or trip ends, where one vehicle entering and exiting the site is counted as one inbound trip and one outbound trip. Trip generation for the conference center was taken from Kimley-Horn data collected at existing conference center sites. Reductions to the base trip generation estimates are sometimes applied due to internal capture. Internal capture is the tendency for customers or tenants to visit several parts of the commercial development in one trip but be counted twice in the trip generation since the formulae assume the residential, hotel, office, retail, and theatre developments are isolated. Internal capture reductions are applied based on the procedures in the 2014 3rd edition of the Trip Generation Handbook, a companion manual to Trip Generation Manual also published by ITE. Internal capture reduces the number of trips leaving the site, and results in a projection of internal trips and external trips. Although internal capture will occur between the LifeTime Fitness site and Commercial site, none was assumed to ensure a conservatively high trip estimate for the LifeTime Fitness development. However, internal capture was assumed for the Commercial site individually. The internal capture worksheets are included in the Appendix. No reductions were taken for pass -by trips or multimodal use. Table 1 shows the resulting daily and weekday AM and PM peak hour trip generation for the proposed development, showing new external trips. Table 1 — Trip Generation I rip Generation rates based on IlL's /rip Generation Manual, 9th Edition (Uaily I rips) and 10th Edition (Heak Hour I rips). Daily AM Peak Hour PM Peak Hour Land Uses Amount Units Code One-Wa One -Way Trips One -Way Trips Trips IN OUT TOTAL IN OUT TOTAL Health/Fitness Club 108,148 SF 492 3,778 72 70 142 213 160 373 Development Totals Total Net New External Vehicle Trips:1 3,778 1 72 1 70 1 142 1 213 1160 373 I rip Generation rates based on IlL's /rip Generation Manual, 9th Edition (Uaily I rips) and 10th Edition (Heak Hour I rips). Kimley»>Horn B. Trip Distribution and Assignment Page 10 The distribution of the site -generated traffic volumes into and out of the site driveways and onto the street system was based on the area street system characteristics, existing traffic patterns, relative residential density, and the locations of the proposed driveway access to/from the site. The corresponding inbound and outbound traffic assignment, where the directional distribution is applied using the most probable paths to and from the site, can be found in Exhibit 5. Exhibit 6 shows the resulting site -generated weekday AM and weekday PM peak hour turning movements after multiplying the new external trip generation for each phase by the respective traffic assignment percentages. C. Other Development Traffic Modelling Traffic was developed and distributed for the Commercial site using the same procedure as was used to develop the LifeTime Fitness site -generated traffic and distribute that traffic on the roadway network. This site, adjacent to the north side of the LifeTime Fitness site, was modelled as shown in the Commercial site attachments in the Appendix. The site includes 40,000 SF of office, 40,000 SF of grocery store, 10,000 SF of restaurant, and 10,000 SF of retail. The distribution and volumes for this development can be found in the Appendix. D. Development of 2022 Background Traffic In order to obtain 2022 background traffic, the existing traffic counts and historic cou nts near the site were compared to find expected growth trends within the study area. Based on the recent growth in the area, an annual growth rate of 6% was assumed for the background traffic through 2022. To calculate the 2022 background traffic, the existing 2019 traffic counts were grown by 6% annually for three years. The resulting 2022 background weekday AM and PM peak hour traffic volumes are shown in Exhibit 7. E. Development of 2022 Total Traffic Site traffic volumes were added to the background volumes to represent the estimated total (background plus site -generated) traffic conditions for the 2022 study year after completion of the proposed development. Exhibit 8 shows the resulting 2022 weekday AM and PM peak hour total traffic volumes. F. Development of 2027 Background and Total Traffic The background and total traffic volumes in the 2027 study year were calculated in a similar manner to the 2022 traffic volumes by adding five years of 2% growth over the 2022 background volumes. The Commercial site traffic was also added into the background traffic volumes for 2027. Exhibit 9 shows the resulting 2027 weekday AM Kimley»>Horn Page 11 and PM peak hour background traffic volumes, and Exhibit 10 shows the resulting 2027 weekday AM and PM peak hour total traffic volumes after the addition of the site - generated traffic. �0-2 OM O > Of ry ` LD M m Kirkwood Boulevard M LU (Future Extension) v d x = Co fn EXHIBIT 5 Trip Distribution and Traffic Assignment: LifeTime Fitness Kimley>>>Horn LEGEND: X% (Y%) X% = Percentage of Inbound Site -Generated Traffic (Y%) = Percentage of Outbound Site -Generated Traffic Dove Road North T Not To Scale LL LL Kirkwood Boulevard CO CO Lu (Future Extension) x = U) fn EXHIBIT 6 Site -Generated Traffic Volumes: LifeTime Fitness Kimley>>> Horn LEGEND: X (Y) X= Weekday AM Peak Hour Turning Movements Y = Weekday PM Peak Hour Turning Movements Volumes may not sum from point to point due to rounding and presence of smaller driveways not included in analysis. Dove Road North T Not To Scale -2 o> 3 EXHIBIT 7 2022 Background Traffic Volumes: LifeTime Fitness Kimley>>>Horn LEGEND. X (Y) X = Weekday AM Peak Hour Turning Movements Y = Weekday PM Peak Hour Turning Movements Volumes may not sum from point to point due to rounding and. resence of smaller drivewa not included in anal Dove Road North T Not To Scale LL CO CO CO Kirkwood Boulevard LU (Future Extension) x = U) fn Dove Road EXHIBIT 8 LEGEND: X (Y) 2022 Background Plus Site -Generate Traffic Volumes: LifeTime Fitness X= Weekday AM Peak Hour Turning Movements North Y = Weekday PM Peak Hour Turning Movements Volumes may not sum from point to point due to rounding Ki m I ey >>> H o r n and presence of smaller driveways not included in analysis. Not To Scale 89 837 229 (91) (465) (242) Il L �7 a 594(771) 132 (472) 131 (202) 492 (686) T 0 N N 10 0 0 0(0) 148 (102) (0) (5) a 523(788) (520) � l (7 � 29 (24) Gr fl 0 (0) Il �7 -a OM O > N Y J Y lb 95 (184) L> 92(60) 392(265) 15 (12) Dove 434 (331) 63 (87)7 4 77 98 (10) � 459 (63) � e> Road 806(422) 646 (484) 238 159 405 833 (401) 77 0 19 374 (344) 19 0 10 41 (41) (548) (443) (50) 117 (96) (94) (0) (24) 29 (24) (24) (0) (12) 41 (41) LO C5 N .>_ E E O U IL 68 (83) Commercial Drive 3 44 0 (P 36) (0) 815 102 fl j1 (1049) (84) Commercial Drive 4 L� 29 (35)J 0 (0) 0 0 (0) (0) n u � 690 227 (584) (550) of Kirkwood Boulevard COLL LL (Future Extension) LU x = U) fn EXHIBIT 9 LEGEND: X (Y) 2027 Background Traffic Volumes: LifeTime Fitness X= Weekday AM Peak Hour Turning Movements North Y = Weekday PM Peak Hour Turning Movements Volumes may not sum from point to point due to rounding Ki m I ey >>> H o r n and presence of smaller driveways not included in analysis. Not To Scale 89 (91) �J 837 (465) Il 254 (317) (� a Ci 601 (787) 146 (504) n yr 138 (218) 506 (718) 10 (102) �f N N i �l/�C 0 0 `L 0 (0) (0) (5) 544 (836) Il 29 (24) 148 (520) 4 (11) Il V() -o S> -0 1 m 95 IL (184) a (� 92 (60) 392 (265) 22 (33) Dove 441 352 ( ) 63 87 () 4 988 10 ()v 459 63 Road 806(422) 678 (580) 245 177 409 869(505) 77 0 19 378(352) 40 4 14 55 (73) (564) (483) (58) 117 (96) (94) (0) (24) 61 (120) (72) (8) (20) 55 (73) N 'L N N Eo E O U 68 (83) Commercial Drive 3 as 0 rrj (36) (0) 815 102 fl I1 (1049) (84) Commercial G� V Drive 4 � 4 29 (35) 0 (0) 0 0 (0) (0) 42 (96) Drive 1 917 29 (1133) (85) 43 0 (128) n(0) V Drive 2 28(6.4)7 I 4 0 (0) I 0 0 (0) (0) �I Q 712 234 (648) (571) Of LL rr Kirkwood Boulevard CO (Future Extension) LU v � x = EXHIBIT 10 LEGEND: X (V) 2027 Background Plus Site -Generated Traffic Volumes: LifeTime Fitness X= Weekday AM Peak Hour Turning Movements Y =Weekday PM Peak Hour Turning Movements K i m I ey>> H o r n Volumes may not sum from point to point due to rounding and resence of smaller --ways, North T Not To Scale Kimley»>Horn IV. TRAFFIC OPERATIONS ANALYSIS Page 18 Kimley-Horn conducted a traffic operations analysis to determine potential capacity deficiencies in the 2019, 2022 and 2027 study years at the study intersections. The acknowledged source for determining overall capacity is the current edition of the Highway Capacity Manual. A. Analysis Methodology Capacity analysis results are listed in terms of Level of Service (LOS). LOS is a qualitative term describing operating conditions a driver will experience while traveling on a particular street or highway during a specific time interval. It ranges from A (very little delay) to F (long delays and congestion). Table 2 shows the definition of level of service for signalized and unsignalized intersections. Table 2 — Level of Service Definitions Level of Service Signalized Intersection Average Total Delay sec/veh Unsignalized Intersection Average Total Delay sec/veh A 5510 1510 B >10 and :520 >10 and :515 C >20 and :535 >15 and :525 D >35 and :555 >25 and :535 E >55 and 5_80 >35 and :550 F >80 >50 Definitions provided from the Highway Capacity Manual, Special Report 209, Transportation Research Board, 2010. Study area intersections were analyzed based on average total delay analysis for signalized and unsignalized intersections. For the unsignalized analysis, the level of service (LOS) for a two-way stop -controlled intersection is defined for each movement. Unlike signalized intersections which define LOS for each approach and for the intersection as a whole, LOS for two-way stop -controlled intersections is not defined as a whole. Signal timings for the signalized intersections are based on signal timing created by Kimley-Horn on behalf of TxDOT. In the future scenarios, timing adjustments were made to accommodate changes in traffic volumes due to background growth and site traffic, replicating how TxDOT/City staff will periodically review signal operations in the future. Calculations for the level of service at the key intersections identified for study are provided in the Appendix. The analyses assumed the lane geometry and intersection control shown in Exhibit 3. Kimley»>Horn Page 19 B. Analysis Results Table 3 and Table 4 show the intersection operational results for the weekday AM and PM peak hours, respectively. Table 3 - Traffic Operational Results - Weekday AM Peak Hour * Stop -Controlled Approach Signalized Unsignalized No movements in Time Period + Movement Delay Exceeds 200 seconds 2022 2027 2019 2022 2027 Background Background Background Background Background plus Site plus Site INTERSECTION APPROACH Traffic Traffic Traffic Traffic Traffic AM Peak Hour AM Peak Hour AM Peak Hour AM Peak Hour AM Peak Hour DELAY LOS DELAY LOS DELAY LOS DELAY LOS DELAY LOS (SECNEM (SECNEM (SECNB4) (SECNBH) (SEC/VBi) EB 35.6 D 55.1 E 56.4 E 80.1 F 86.7 F Dove Road @ WB 3.0 A 3.1 A 5.1 A 8.7 A 8.8 A SH 114 EBFR SB 50.2 D 62.5 E 66.8 E 72.6 E 72.9 E Overall 33.5 C 46.1 D 48.5 D 60.7 E 63.2 E EB 2.2 A 2.1 A 2.1 A 1.9 A 1.9 A Dove Road @ WB 51.0 D 44.7 D 47.2 D 55.2 E 56.8 E SH 114 WBFR NB 32.5 C 33.3 C 34.3 C 48.8 D 53.7 D Overall 28.2 C 26.8 C 27.8 C 35.1 D 37.3 D EB 3.0 A 3.7 A 4.8 A 5.2 A 5.3 A WB 19.1 B 20.4 C 14.7 B 15.3 B 15.3 B Dove Road @ Kirkwood Boulevard SB 19.3 B 19.1 B 20.0 B 17.3 B 19.9 B NB - - 17.1 B 16.5 B 16.3 B Overall 10.5 B 11.2 B 9.8 A 10.2 B 10.4 B EBL 8.4 A 8.8 A 8.8 A 9.0 A 9.1 A WBL - - 10.0 A 10.2 B Dove Road @ SBL* - - - - Verizon Driveway & Commercial Drive 5 SBR* 9.6 A 9.9 A 10.0 A 10.1 B 10.2 B NBL* - - - 52.6 F 57.7 F NBR* - 11.8 B 12.0 B SH 114 NBFR @ WBR* 12.7 B - 14.1 B Drive 1 Kirkwood Boulevard @ EBL* 8.7 A 8.7 A Drive 2 * Stop -Controlled Approach Signalized Unsignalized No movements in Time Period + Movement Delay Exceeds 200 seconds Kimley»>Horn Table 4 -Traffic Operational Results -Weekday PM Peak Hour Page 20 * Stop -Controlled Approach Signalized I Unsignalized No movements in Time Period + Movement Delay Exceeds 200 seconds 2022 2027 2019 2022 2027 Background Background Background Background Background plus Site plus Site INTERSECTION APPROACH Traffic Traffic Traffic Traffic Traffic PM Peak Hour PM Peak Hour PM Peak Hour PM Peak Hour PM Peak Hour DELAY LOS DELAY LOS DELAY LOS DELAY LOS DELAY LOS (SEGVEH) (SECNEH) (SECNEH) (SECNEH) (SECIVEH) EB 37.8 D 43.2 D 48.3 D 67.9 E 86.4 F Dove Road @ WB 4.1 A 7.0 A 7.2 A 7.9 A 7.9 A SH 114 EBFR SB 173.8 F 68.9 E 71.4 E 80.7 F 92.6 F Overall 60.0 E 34.1 C 36.9 D 44.9 D 53.7 D EB 5.4 A 5.7 A 5.6 A 6.0 A 6.5 A Dove Road @ WB 44.2 D 43.2 D 41.9 D 42.7 D 45.3 D SH 114 WBFR NB 48.7 D 44.3 D 44.2 D 44.4 D 44.3 D Overall 38.1 D 35.9 D 34.5 C 35.1 D 35.3 D EB 3.1 A 4.3 A 7.9 A 7.4 A 10.9 B WB 7.0 A 8.0 A 8.8 A 9.8 A 11.4 B Dove Road @ Kirkwood Boulevard SB 14.8 B 14.2 B 28.1 C 17.4 B 32.2 C NB - - - 14.3 B 14.5 B 13.9 B Overall 9.8 A 10.1 B 11.8 B 11.5 B 13.5 B EBL 8.9 A 9.3 A 9.5 A 9.7 A 9.9 A WBL - - - 8.3 A 8.6 A Dove Road @ SBL* 14.1 B 15.7 C 16.7 C 20.5 C 22.1 C Verizon Driveway & Commercial Drive 5 SBR* 11.1 B 12.0 B 12.3 B 12.8 B 13.2 B NBL* - - - 24.0 C 28.2 D NBR* - 9.7 A 10.2 B SH 114 NBFR @ WBR* 16.1 C - 18.4 C Drive 1 Kirkwood Boulevard @ EBL 9.2 A 9.2 A Drive 2 * Stop -Controlled Approach Signalized I Unsignalized No movements in Time Period + Movement Delay Exceeds 200 seconds Kimley»>Horn Page 21 C. 2019 Existing Traffic Operations The analysis of the 2019 existing traffic operations shows the signalized intersections operating with moderate delay in both peak hours. Both intersections of Dove Road and the westbound and eastbound frontage roads operate at LOS C during the AM peak hour. The westbound frontage road operates at LOS D during the PM peak hour, while the eastbound frontage road operates at LOS E during the PM peak hour. The intersection of the Dove Road and Kirkwood Boulevard operates at LOS A and B during the AM and PM peaks, respectively. All but one of the existing approaches to the unsignalized study intersection operates favorably at LOS B or better. The southbound left -turning approach to the intersection of Dove Road and Verizon Driveway operates at LOS C during the PM peak hour. D. 2022 Background Traffic Operations The signalized intersections experience slightly more delay with three years of background growth added to the network. The existing southbound phase of the Dove Road and SH 114 eastbound frontage road was given more time to match the projected volumes. After these measures were in place, the intersection changes from LOS C to D during the AM peak hour and from LOS E to C during the PM peak. The adjacent intersection of Dove Road and SH 114 westbound frontage road is currently undergoing design modifications with an additional westbound right -tum lane and westbound right - turn lane. These modifications were included in the 2022 Background scenario and the remaining scenarios moving forward. With the additional lanes, the intersection of Dove Road and SH 114 westbound frontage road continues to operate at LOS C during the AM peak and continues to operate at LOS D the PM peak. Also operating favorably, the intersection of Dove Road and Kirkwood Boulevard continues to operate at LOS B during the AM peak hour and changes from LOS A to B during the PM peak hour. The unsignalized intersections experience added delays with the additional background traffic as well. Besides the southbound left -turning approach at the intersection of Dove Road and Verizon Driveway, which operates at LOS C during the PM peak hour, all approaches to the study unsignalized intersections operate at LOS B or better during both peaks. E. 2022 Background Plus Site -Generated Traffic Operations The addition of the site -generated traffic to the 2022 background traffic results in some additional delay at the existing signalized intersections. With the addition of the Kirkwood Boulevard southern leg at the intersection of Dove Road, the intersection changes from LOS B to A during the AM peak hour and continues to operate at LOS B during the PM peak hour. The intersection of Dove Road and SH 114 eastbound frontage road changes from LOS C to LOS D during the PM peak hour. With these being the only change in level of service in both peak hours, all signalized intersections continue to operate at LOS D or better during both peaks. Kimley»>Horn Page 22 With the addition of site -generated traffic, there are some changes in delay du ri ng both peak hours at the unsignalized intersections. All but two unsignalized approaches operate at LOS B or better during both peak hours. The southbound left -turning approach to the intersection of Dove Road and Verizon Driveway continues to operate at LOS C during the PM peak hour, respectively. The westbound right -turning approach of the intersection of Drive 1 and SH 114 westbound frontage road operates at LOS B during the AM peak and at LOS C during the PM peak. Drive 2 and Kirkwood Boulevard operate at LOS Afor both the AM and PM peak hour. In the analysis of the AM and PM peak hour, all approaches to the site driveways operate at LOS C or better. F. 2027 Background Traffic Operations The analysis of the 2027 Background Traffic operations shows that, when compared to the 2022 background traffic operations, the signalized intersections have several changes in level of service with the addition of five more years of background traffic growth and the traffic from the background development. The intersection of Dove Road and the SH 114 eastbound frontage road changes from LOS D to E during the AM peak hour. The intersection of Dove Road and the SH 114 westbound frontage road changes from LOS C to D during both peak hours. The east -most signalized intersection, Dove Road and Kirkwood Boulevard changes from LOS A to B with less than one additional second in delay during the AM peak and continues to operate at LOS B during the PM peak. For the unsignalized approaches of the study intersections, there are some increases i n delay with the additional background traffic and background development traffic. Due to cross -access to the commercial development to the north of the LifeTime Fitness development, the site driveways that were expected to attract cross -traffic were included in the background traffic analysis. All but one driveway approaches operate at LOS C or better during both peak hours. At the intersection of Dove Road and Verizon Driveway the northbound -left approach operates at LOS F during the AM peak hour. The excess delay is due to those movements waiting for an upstream or downstream signal to stop the through traffic, which is expected when maneuvering into a major thoroughfare. G. 2027 Background Plus Site -Generated Traffic Operations The addition of the site -generated traffic to the 2027 background traffic results in some additional delay at the signalized intersections but no changes in level of service. The intersection of the SH 114 eastbound frontage road and Dove Road remains at LOS E during both the AM peak hour and remains at LOS D during the PM peak hour. The remaining signalized intersections continue to operate at LOS D or better during both peak hours. Kimley»>Horn Page 23 With the addition of site -generated traffic, there is one change in level of service d u ring both peak hours at the unsignalized intersections. All but one unsignalized approach operates at LOS C or better during both peak hours. At the intersection of Dove Road and Verizon Driveway/ Commercial Drive 5 the northbound left -turn approach changes from LOS C to LOS D and the northbound rig ht - turn approach changes from LOS A to LOS B both during the PM peak hour. The westbound right -turn approach of both Drive 1 at the intersection with Kirkwood Boulevard operate at LOS B and LOS C during the AM and PM peaks, respectively. LOS C is favorable for any unsignalized approach, but especially an approach to a City thoroughfare. All approaches to the site operate favorably at LOS C or better during both peak hours at buildout. H. Link Volume Analysis The link capacity analysis examines the operating conditions of roadway links rather than intersections, using the peak hour volumes passing a fixed point. The operating condition is defined by the ratio of link volume to link capacity, or V/C. The V/C of the different roadway links that would be impacted by the proposed development's traffic was calculated for the 2022 background and background plus site traffic and 2027 background and background plus site traffic scenarios. The link capacity for each roadway is taken from the NCTCOG model capacity volumes. The proposed lane geometries found on the site plan were used for the 2022 and 2027 scenarios. Dove Road has a capacity of 900 vphpl as a divided arterial, while the proposed Kirkwood Boulevard has a capacity of 525 vphpl as an undivided arterial. The peak hour link analyses, displayed below in Table 5, showthat Dove Road currently operates at LOS A/B. With the addition of the background traffic, which includes the commercial background development and the growth rates mentioned previously, Dove Road remains at LOS A/B through the 2022 PM peak hour background plus site - generated scenarios. After background and site -generated traffic is added to the network, Dove Road changes to LOS C in the eastbound direction for both the 2022 and 2027 AM peak hour scenarios. Dove Road also changes to LOS C in the westbound direction for the 2027 PM peak hour scenario. Only half of the roadway capacity is utilized after the buildout site -generated traffic volumes are added to the network, leaving the thoroughfare with just less than 50% of its potential capacity. Kirkwood Boulevard was analyzed south of Dove Road on the proposed roadway extension, therefore, there are no existing volumes. After the background traffic and site - generated traffic for 2022 is added, the network operates at LOS A/B and does so through the 2027 background plus site -generated traffic scenario. Kimley»>Horn Table 5 - Peak Hour Link Operational Results Page 24 AM Peak 2022 Background Roadway AM Peak 2022 Back round+Site Capacity Direction Segment N Number Capacity Direction Background Roadway Segment of Lanes Capacity Roadway Segment of Lanes Capacity Back+Site Background V/C LOS Back+Site of Lanes LOS of Travel Volume Lanes LOS of Travel Volume V/C LOS Volume V/C LOS 2022 Scenario Volume 2 1,800 Volume 1,048 0.58 2022 Scenario 1,084 0.60 C Dove Road East of SH 114 WBFR 2 1,800 EB 831 0.46 C 867 0.48 C Dove Road East of SH 114 WBFR 2 1,800 WB 484 0.27 A/B 505 0.28 A/B WB South of Dow Road 1 525 SB - 0.00 A/B 43 0.08 A/B Kirkwood Boulevard South of Dove Road 1 525 NB 0.24 0.00 A/B 29 0.06 A/B PM Peak 2022 Background PM Peak 2022 Background+Site Roadway AM Peak 2027 Number Capacity Direction Segment Number Capacity Direction Background Roadway Segment of Lanes Capacity of Travel Background of Lanes LOS Back+Site Volume V/C LOS Volume of Lanes LOS of Travel Volume V/C LOS Volume V/C LOS 2027 Scenario Volume 2 1,800 Volume 1,048 0.58 2022 Scenario 1,084 0.60 C Dove Road East of SH 114 WBFR 2 1,800 WB 623 0.35 Dove East of SH 114 WBFR 2 1,800 EB 357 0.20 A/B 461 0.26 A/B Road East of SH 114 WBFR 2 1,800 WB 709 0.39 A/B 757 0.42 A/B A/B South of Dove Road 1 525 SB - 0.00 A/B 128 0.24 A/B Kirkwood Boulevard South of Dove Road 1 525 NB 0.00 A/B 64 0.12 A/B AM Peak 2027 Background Roadway AM Peak 2027 Back round+Site Capacity Roadway Segment Number Capacity Direction Background Back+Site of Lanes of Travel of Lanes LOS of Travel Volume V/C LOS Volume V/C LOS 2027 Scenario Volume Volume 2027 Scenario East of SH 114 WBFR 2 1,800 EB 1,048 0.58 C 1,084 0.60 C Dove Road East of SH 114 WBFR 2 1,800 WB 623 0.35 A/B 644 0.36 A/B WB South of Dove Road 1 525 SB 44 0.08 A/B 43 0.08 A/B Kirkwood Boulevard South of Dove Road 1 525 NB 29 0.06 A/B 58 0.11 A/B PM Peak 2027 Background PM Peak 2027 Background+Site Roadway Segment Number Capacity Direction Background Back+Site of Lanes of Travel V/C LOS I V/C LOS Volume Volume 2027 Scenario East of SH 114 WBFR 2 1,800 EB 507 0.28 A/B 611 0.34 A/B Dove Road East of SH 114 WBFR 2 1,800 WB 888 0.49 C 936 0.52 C South of Dove Road 1 525 SB 36 0.07 A/B 128 0.24 A/B Kirkwood Boulevard South of Dove Road 1 525 NB 36 0.07 A/B 100 0.19 A/B Kimley»>Horn Page 25 I. Right -Turn Lane Analysis Where justified, the addition of right -turn deceleration lanes can help inbound turning vehicles separate from the through traffic, avoiding conflicts and smoothing traffic flow. TxDOT and the City have identified right -turning volume thresholds where right - turn lanes are justified. Table 6 shows the driveway locations with right -turn driveway access to the site, and how they compare with TxDOT and City standards. The high inbound volume occurs in the PM peak hour for every driveway in this analysis. In consideration to these recommendations and TxDOT and City criterion, a right -turn lane is recommended at both Drive 1 and Drive 2. Table 6 — Right Turn Lane Analysis Projected TxDOT City of Southlake Right -Turn Maximum Threshold Threshold Right -Turn Lane Location Peak Hour Right -Turn (Access Management (City Ordinance No. 634, Section 5.4.a) Recommended? Volume Manual, Table 2-3) Drive 1 from 85 vph 60 vph 40 vph Yes SH 114 WBFR Drive 2 from 128 vph 60 vph 50 vph Yes Kirkwood Boulevard r Ki m ey ))) H O 1 n Page 26 V. CONCLUSIONS AND RECOMMENDATIONS Based on the analysis presented in this report, the proposed LifeTime Fitness development, located at the southeast corner of SH 114 and Dove Road in Southlake, Texas, can be successfully incorporated into the surrounding roadway network. With the addition of the proposed two-lane extension of Kirkwood Boulevard (from Dove Road to Drive 2), the proposed site driveways provide the appropriate level of access for the development. The site -generated traffic does not significantly affect the existing vehicle traffic operations. The following improvements are recommended for the site: 1. Drive 1 should be constructed with a northbound right -turn deceleration lane. 2. Drive 2 should be constructed with a southbound right -turn deceleration lane. Volume 2 — Appendix LifeTime Fitness Southlake, Texas Original Submission: October 14, 2019 Revised Submission: December 2, 2019 Kimley-Horn and Associates, Inc. Dallas, Texas Project #064460903 Registered Firm F-928 Kimley)))Horn TIA Comment Resolution Project: Zoning Change and Concept Plan / Site Plan - Life Time Consultant: Kimley-Horn Date: November 5, 2019 ID Comments Consultant Response Consultant Comments (Agree, Disagree, Clarify) Traffic Volumes for a study need to be collected while Traffic volumes were collected on Thursday, 1 school is in session. These volumes were collected in Agree August 29, 2019. For Carroll ISD, school began on August 2019. August 19, 2019. Refer to SH 114 facilities as eastbound and westbound SH 114 frontage road names have been changed 2 frontage roads by name. The directions assigned to them Agree accordingly. in Synchro do not need to change. Section II -C incorrectly states that Driveway #5 is Drive #5 serves only the assumed future approximately 1000 feet east of Dove and SH 114 WBFR. commercial site and has been removed from the 3 Please include the accurate distance. This driveway needs Agree main analysis. Details for the commercial site will to be a minimum of 250 feet from either signalized be finalized with that development, with Drive #5 intersection on Dove near this site. likely matching the existing median opening on Dove Road. Drive #2A is recommended to be right-in/right-out, if Drive #2A has been removed from the analysis 4 constructed at all, in order to minimize future median Agree because it no longer connects to Kirkwood breaks and conflict points on Kirkwood Blvd. Boulevard. Section IV -A states that the signalized intersection timings 5 are based on Southlake Synchro files. The City does not Agree The wording for this section has been updated. currently have Synchro files for the intersections along SH 114, as these are State-owned and maintained. Section IV -1 (Right -Turn Lane Analysis) refers to Table 7 instead of Table 6, mixes up the names and locations of The table name has been updated. The City of 6 the proposed driveways, and does not include Southlake Agree Southlake standard for roadways with speed limits standards for roads with speed limits above 40 MPH (i.e., over 40 mph has been included. the frontage roads). The auxiliary lane threshold on high- speed roadways is 40 vehicles/hour. Kimley»>Horn Commercial Site Attachments ■ Attachment A — Commercial Site Trip Generation Table ■ Attachment B — Internal Capture Worksheets ■ Attachment C — Exhibit Al: Trip Distribution and Traffic Assignment ■ Attachment D — Exhibit A2: Site -Generated Traffic Volumes Kimley»>Horn Commercial Site Trip Generation Table Land Uses TE Amount Units Code Daily One -Way Trips IN AM Peak Hour One -Way Trips I OUT TOTAL IN PM Peak Hour One -Way Trips OUT TOTAL General Office Building 40,000 SF 710 436 55 9 64 8 40 48 Supermarket 40,000 SF 850 4,271139 128 267 158 146 304 Quality Restaurant 10,000 SF 931 838 6 1 7 52 26 78 Retail/Shopping Center 10,000 SF 820 1,256 97 60 1 157 48 51 99 Development Totals Raw Trip Generation Total:j 6,801 1 297 1 198 1 495 1 266 1 263 529 Internal Capture Total: 1,172 1 5 1 5 1 10 1 27 1 27 54 Total Net New External Vehicle Trips:j 5,629 1 292 1 193 1 485 1 239 1 236 475 Trip Generation rates based on ITE's Trip Generation Manual, 10th Edition. Internal Capture procedure from ITE Trip Generation Handbook, 3rd Edition (2014). Conference Center trip generation rates based on Kim ley -Horn data. Internal Capture Reduction Calculations Methodology for A.M. Peak Hour and P.M. Peak Hour based on the Trip Generation Handbook, 3rd Edition, published by the Institute of Transportation Engineers Methodology for Daily based on the average of the Unconstrained Rates for the A.M. Peak Hour and P.M. Peak Hour Mixed -Use Site SUMMARY GROSS TRIP GENERATION Land Use Enter Daily Exit A.M. Peak Hour Enter Exit P.M. Peak Hour Enter Exit Office 218 218 28 5 4 20 11 Z Grocery 2,136 2,136 70 64 79 73 Restaurant 419 419 3 1 26 13 Retail 1 628 628 49 30 24 26 Gross Trips Total: 3,401 3,401 0 0 0 0 INTERNAL TRIPS H Land Use Enter Daily Exit A.M. Peak Hour Enter Exit P.M. Peak Hour Enter Exit 11 Office 92 104 1 2 1 5 Grocery 210 247 1 3 12 12 ORestaurant 224 180 3 0 10 6 Retail 60 55 0 0 4 4 Internal Trips Totals: % Reduction 586 17.2% 586 5 0.0% 5 27 0.0% 27 EXTERNAL TRIPS H Land Use Enter Daily Exit A.M. Peak Hour Enter Exit P.M. Peak Hour Enter Exit 11 Office 126 114 27 3 3 15 Retail 1,926 1,889 69 61 67 61 ORestaurant 195 239 0 1 16 7 Cinema/Entertainment 568 573 49 30 20 22 External Trips Total: 2,815 2,815 144 94 106 105 -0 -o o t`Mo 0 LL LL Kirkwood Boulevard LU Go � (Future Extension) x = U) fn EXHIBIT Al Trip Distribution and Traffic Assignment: Commercial Site Kimley>>> Horn LEGEND: X% (Y%) X% = Percentage of Inbound Site -Generated Traffic (Y%) = Percentage of Outbound Site -Generated Traffic Dove Road North T Not To Scale Kirkwood Boulevard COLL LL CO (Future Extension) LU x = U) fn EXHIBIT A2 Site -Generated Traffic Volumes: Commercial Site Kimley>>> Horn LEGEND: X (Y) X= Weekday AM Peak Hour Turning Movements Y = Weekday PM Peak Hour Turning Movements Volumes may not sum from point to point due to rounding and presence of smaller driveways not included in analysis. Dove Road North T Not To Scale Kimley»>Horn Traffic Counts and Historical Data Dove Road Record Year Record Year Link Start Link End Source 24 -Hour Volume Annual Growth Rate 1 2004 SH 114 WBFR Kirkwood Boulevard TxDOT 4,428 - 2 2009 SH 114 WBFR Kirkwood Boulevard TxDOT 5,739 5.3% 3 2014 SH 114 WBFR Kirkwood Boulevard TxDOT 7,190 4.6% 4 2019 SH 114 WBFR Kirkwood Boulevard KHA 7,628 1 1.2% Average Growth 2004 - 2019:1 3.7% SH 114 Westbound Off -Ramp south of Dove Road Record Year Link Start Link End Source 24 -Hour Volume Annual Growth Rate 1 2009 SH 114 WBFR Kirkwood Boulevard TxDOT 3,242 - 2 2010 SH 114 WBFR Kirkwood Boulevard TxDOT 3,798 17.1% 3 2011 SH 114 WBFR Kirkwood Boulevard TxDOT 4,982 31.2% 4 2012 SH 114 WBFR Kirkwood Boulevard TxDOT 4,109 -17.5% 5 2013 SH 114 WBFR Kirkwood Boulevard TxDOT 4,462 8.6% 6 2015 SH 114 WBFR Kirkwood Boulevard TxDOT 6,299 18.8% 7 2019 SH 114 WBFR Kirkwood Boulevard KHA 4,946 -5.9% Average Growth 2009 - 2019:1 4.3% SH 114 Westbound On -Ramp north of Dove Road Record Year Link Start Link End Source 24 -Hour Volume Annual Growth Rate 1 2009 Dove Road SH 114 WB TxDOT 2,696 - 2 2010 Dove Road SH 114 WB TxDOT 2,952 9.5% 3 2011 Dove Road SH 114 WB TxDOT 3,803 28.8% 4 2012 Dove Road SH 114 WB TxDOT 4,177 9.8% 5 1 2013 1 Dove Road SH 114 WB TxDOT 3,355 -19.7% 6 2015 Dove Road SH 114 WB TxDOT 1 5,459 27.6% Average Growth 2009 - 2015:1 12.5% SH 114 Westbound frontage road south of Off -Ramp Record Year Link Start Link End Source 24 -Hour Volume Annual Growth Rate 1 2006 White Chapel Boulevard Dove Road TxDOT 1,493 - 2 2007 White Chapel Boulevard Dove Road TxDOT 1,773 18.8% 3 2008 White Chapel Boulevard Dove Road TxDOT 1,789 0.9% 4 1 2019 1 White Chapel Boulevard Dove Road KHA 2,533 1 3.2% Average Growth 2006 - 2019: 4.2% SH 114 Eastbound Off -Ramp north of Dove Road Record Year Link Start Link End Source 24 -Hour Volume Annual Growth Rate 1 2009 SH 114 EB Dove Road TxDOT 2,522 - 2 2010 SH 114 EB Dove Road TxDOT 2,862 13.5% 3 2011 SH 114 EB Dove Road TxDOT 3,483 21.7% 4 2012 SH 114 EB Dove Road TxDOT 4,010 15.1% 5 2013 SH 114 EB Dove Road TxDOT 3,233 -19.4% 6 2015 1 SH 114 EB Dove Road TxDOT 3,614 5.7% Average Growth 2009 - 2015:1 6.2% Date Began: 8/29/2019 EB Dove Road between SH 114 NBFR and Kirkland Boulevard TIME 0:00 0:15 0:30 0:45 TOTAL 0:00 1 1 0 1 3 1:00 1 2 0 0 3 2:00 1 0 1 1 3 3:00 2 0 0 0 2 4:00 0 1 5 12 18 5:00 6 6 8 26 46 6:00 23 37 46 52 158 7:00 91 137 190 164 582 8:00 136 110 101 92 439 9:00 68 54 48 47 217 10:00 50 32 28 41 151 11:00 46 36 28 40 150 12:00 34 57 40 40 171 13:00 44 65 46 31 186 14:00 53 41 50 58 202 15:00 53 44 50 70 217 16:00 58 41 50 106 255 17:00 67 74 66 58 265 18:00 38 50 42 45 175 19:00 38 35 29 17 119 20:00 35 29 28 17 109 21:00 18 18 9 18 63 22:00 11 13 8 3 35 23:00 7 1 51 21 15 TOTAL: 3584 The A.M. peak hour from 7:15 to 8:15 is 627 The P.M. peak hour from 16:45 to 17:45 is 313 700 600 500 400 w J O> 300 200 100 Date Began: 8/29/2019 WB Dove Road between SH 114 NBFR and Kirkland Boulevard TIME 0:00 0:15 0:30 0:45 TOTAL 0:00 6 0 0 1 7 1:00 0 0 0 0 0 2:00 0 0 0 0 0 3:00 0 0 0 1 1 4:00 0 0 3 7 10 5:00 6 4 8 12 30 6:00 12 15 29 35 91 7:00 61 106 122 120 409 8:00 52 66 48 49 215 9:00 46 48 30 32 156 10:00 40 38 34 38 150 11:00 49 46 69 601 224 12:00 52 58 46 35 191 13:00 38 39 48 34 159 14:00 48 40 34 46 168 15:00 144 75 134 94 447 16:00 145 120 156 142 563 17:00 166 120 106 133 525 18:00 114 77 60 52 303 19:00 53 62 36 36 187 20:00 30 23 26 32 111 21:00 19 17 10 12 58 22:00 7 5 9 4 25 23:00 6 5 21 11 14 TOTAL: 4044 The A.M. peak hour from 7:00 to 8:00 is 409 The P.M. peak hour from 16:30 to 17:30 is 584 600 500 400 w 300 J O 200 100 0 Date Began: 8/29/2019 450 400 350 300 w 250 J 0 200 150 100 50 NB SH 114 Frontage Road South of Off Ramp TIME 0:00 0:15 0:30 0:45 TOTAL 0:00 4 1 1 0 6 1:00 1 1 0 0 2 2:00 1 0 1 2 4 3:00 0 0 0 1 1 4:00 0 0 2 3 5 5:00 1 2 4 3 10 6:00 4 12 14 18 48 7:00 14 35 34 44 127 8:00 40 32 29 32 133 9:00 30 39 24 38 131 10:00 31 30 24 30 115 11:00 51 36 32 40 159 12:00 40 47 28 33 148 13:00 38 46 42 37 163 14:00 52 33 39 40 164 15:00 48 30 48 52 178 16:00 53 58 62 60 233 17:00 118 104 102 82 406 18:00 72 50 36 48 206 19:00 40 26 14 22 102 20:00 23 22 33 15 93 21:00 19 19 12 12 62 22:00 11 4 8 4 27 23:00 4 2 31 10 TOTAL: 2533 The A.M. peak hour from 7:15 to 8:15 is 153 The P.M. peak hour from 17:00 to 18:00 is 406 Date Began: 8/29/2019 NB SH 114 Off Ramp South of Dove Road TIME 0:00 0:15 0:30 0:45 TOTAL 0:00 8 5 6 3 22 1:00 3 2 0 1 6 2:00 2 2 2 1 7 3:00 1 1 0 0 2 4:00 0 1 2 6 9 5:00 6 7 16 36 65 6:00 25 34 62 98 219 7:00 76 107 126 112 421 8:00 106 121 96 100 423 9:00 92 65 68 70 295 10:00 63 62 50 45 220 11:00 54 55 62 711 242 12:00 90 71 78 72 311 13:00 74 66 58 72 270 14:00 77 80 77 81 315 15:00 86 92 64 110 352 16:00 96 86 93 100 375 17:00 86 83 98 102 369 18:00 112 80 74 64 330 19:00 64 68 51 51 234 20:00 45 50 58 34 187 21:00 29 37 37 42 145 22:00 27 22 19 20 88 23:00 14 9 101 61 39 TOTAL: 4946 The A.M. peak hour from 7:30 to 8:30 is 465 The P.M. peak hour from 17:15 to 18:15 is 395 450 400 350 300 w 250 O 200 150 100 50 Fl 0 1. Dove Road at SH 114 SBFR- TMC Thu Aug 29, 2019 Full Length (7 AM -9 AM, 4:30 PM -6:30 PM) All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks, Pedestrians, Bicycles on Crosswalk) All Movements ID: 689595, Location: 32.970395, -97.159438 CJ Hens Associat Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Leg Direction SH 114 SBFR Southbound Dove Road Westbound SH 114 SBFR Northbound Dove Road Eastbound Time R T L U App Ped* R T L U App Ped* R T L U App Ped* R T L U App Ped* Int 2019-08-29 7:OOAM 12 41 25 0 78 0 0 70 21 0 91 0 0 0 0 0 0 0 99 35 0 0 134 0 303 7:15AM 15 110 29 0 154 0 0 109 13 0 122 0 0 0 0 0 0 0 127 70 0 0 197 0 473 7:30AM 19 171 20 0 210 0 0 124 21 1 146 0 0 0 0 0 0 0 140 108 0 0 248 0 604 7:45AM 18 194 31 0 243 0 0 131 18 0 149 0 0 0 0 0 0 0 170 89 0 0 259 0 651 Hourly Total 64 516 105 0 685 0 0 434 73 1 508 0 0 0 0 0 0 0 536 302 0 0 838 0 2031 8:OOAM 11 147 28 0 186 0 0 81 14 0 95 0 0 0 0 0 0 0 173 66 0 0 239 0 520 8:15AM 21 134 19 0 174 0 0 108 12 0 120 0 1 0 0 0 1 0 139 50 0 0 189 0 484 8:30AM 11 106 23 0 140 0 0 59 11 0 70 0 2 0 0 0 2 0 108 59 0 0 167 0 379 8:45AM 18 54 18 0 90 0 0 60 14 0 74 0 1 0 0 0 1 0 109 41 0 0 150 0 315 Hourly Total 61 441 88 0 590 0 0 308 51 0 359 0 4 0 0 0 4 0 529 216 0 0 745 0 1698 4:30PM 18 37 15 0 70 0 0 139 104 0 243 0 0 0 0 0 0 0 71 52 0 0 123 0 436 4:45PM 25 83 26 0 134 0 0 147 87 0 234 0 0 0 0 0 0 1 67 79 0 0 146 0 514 Hourly Total 43 120 41 0 204 0 0 286 191 0 477 0 0 0 0 0 0 1 138 131 0 0 269 0 950 5:OOPM 16 75 25 0 116 0 0 148 101 1 250 0 0 0 0 0 0 0 94 57 0 0 151 0 517 5:15PM 18 103 41 0 162 0 0 126 68 0 194 0 0 0 0 0 0 0 82 42 0 0 124 0 480 5:30PM 11 98 30 0 139 0 0 156 63 0 219 0 0 0 0 0 0 0 83 59 0 0 142 0 500 5:45PM 12 47 17 0 76 0 0 155 45 0 200 0 0 0 0 0 0 0 68 34 0 0 102 0 378 Hourly Total 57 323 113 0 493 0 0 585 277 1 863 0 0 0 0 0 0 0 327 192 0 0 519 0 1875 6:OOPM 14 28 12 0 54 0 0 171 41 1 213 0 0 0 0 0 0 0 67 35 0 0 102 0 369 6:15PM 16 35 19 0 70 0 0 108 23 0 131 0 0 0 0 0 0 0 49 44 0 0 93 0 294 Hourly Total 30 63 31 0 124 0 0 279 64 1 344 0 0 0 0 0 0 0 116 79 0 0 195 0 663 Total 255 1463 378 0 2096 0 0 1892 656 3 2551 0 4 0 0 0 4 1 1646 920 0 0 2566 0 7217 % Approach 12.2% 69.8% 18.0% 0% - - 0% 74.2% 25.7% 0.1% - -100% 0% 0% 0% - - 64.1% 35.9% 0% 0% - - %Total 3.5%20.3% 5.2%0%29.0% 0%26.2% 9.1% 0%35.3% - 0.1%0%0%0% 0.1% -22.8% 12.7%0%0%35.6% - Lights 250 1449 374 0 2073 0 1860 649 3 2512 - 4 0 0 0 4 1631 901 0 0 2532 7121 %Lights 98.0% 99.0% 98.9% 0% 98.9% 0% 98.3% 98.9% 100% 98.5% -100% 0% 0% 0% 100% 99.1% 97.9% 0% 0% 98.7% 98.7% Articulated Trucks 3 5 2 0 10 0 4 1 0 5 - 0 0 0 0 0 1 5 0 0 6 21 % Articulated Trucks 1.2% 0.3% 0.5%0% 0.5% 0% 0.2% 0.2% 0% 0.2% 0%0%0%0% 0% 0.1% 0.5%0%0% 0.2% 0.3% Buses and Single -Unit Trucks 2 9 2 0 13 0 28 6 0 34 0 0 0 0 0 14 14 0 0 28 75 % Buses and Single - Unit Trucks 0.8% 0.6% 0.5% 0% 0.6% 0% 1.5% 0.9% 0% 1.3% 0% 0% 0% 0% 0% 0.9% 1.5% 0% 0% 1.1% 1.0% Pedestrians - - - - - 0 - - - - 0 - - - - - 1 - - - 0 %Pedestrians - - - - - - - - - - - - - - - - -100% - - - - - - - Bicycles on Crosswalk - - - - - 0 - - - - - 0 - - - - - 0 Bicycles on Crosswalk - - - - - 0% *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U -Turn 1 of 6 1. Dove Road at SH 114 SBFR- TMC Thu Aug 29, 2019 AM Peak (7:30 AM - 8:30 AM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks, Pedestrians, Bicycles on Crosswalk) All Movements ID: 689595, Location: 32.970395, -97.159438 QHens As sociat Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Leg Direction SH 114 SBFR Southbound Dove Road Westbound SH 114 SBFR Northbound Dove Road Eastbound Time R T L U App Ped* R T L U App Ped* R T L U App Ped* R T L U App Ped* Int 2019-08-29 7:30AM 19 171 20 0 210 0 0 124 21 1 146 0 0 0 0 0 0 0 140 108 0 0 248 0 604 7:45AM 18 194 31 0 243 0 0 131 18 0 149 0 0 0 0 0 0 0 170 89 0 0 259 0 651 8:OOAM 11 147 28 0 186 0 0 81 14 0 95 0 0 0 0 0 0 0 173 66 0 0 239 0 520 8:15AM 21 134 19 0 174 0 0 108 12 0 120 0 1 0 0 0 1 0 139 50 0 0 189 0 484 Total 69 646 98 0 813 0 0 444 65 1 510 0 1 0 0 0 1 0 622 313 0 0 93S 0 2259 %Approach 8.5%79.5% 12.1%0% -0%87.1% 12.7% 0.2% - -100%0%0%0% - -66.5%33.5%0%0% - - - %Total 3.1% 28.6% 4.3% 0% 36.0% 0% 19.7% 2.9% 0% 22.6% - 0% 0% 0% 0% 0% 27.5% 13.9% 0% 0% 41.4% - PHF 0.821 0.832 0.790 - 0.836 - 0.847 0.774 0.250 0.856 -0.250 - - - 0.250 0.899 0.725 - - 0.903 0.868 Lights 65 638 96 0 799 0 433 61 1 495 - 1 0 0 0 1 618 304 0 0 922 2217 % Lights 94.2% 98.8% 98.0% 0% 98.3% 0% 97.5% 93.8% 100% 97.1% -100% 0 % 0% 0% 100% -99.4% 97.1% 0% 0% 98.6% 98.1% Articulated Trucks 3 5 1 0 9 0 1 1 0 2 0 0 0 0 0 1 1 0 0 2 13 % Articulated Trucks 4.3% 0.8% 1.0%0% 1.1% -0% 0.2% 1.5% 0% 0.4% 0%0%0%0% 0% 0.2% 0.3%0%0% 0.2% 0.6% Buses and Single -Unit Trucks 1 3 1 0 5 - 0 10 3 0 13 - 0 0 0 0 0 - 3 8 0 0 11 - 29 % Buses and Single - Unit T ruc ks 1.4% 0.5% 1.0% 0% 0.6% - 0% 2.3% 4.6% 0% 2.5% 0% 0% 0% 0% 0% 0.5% 2.6% 0% 0% 1.2% 1.3% Pedestrians - - - - - 0 - - - - - 0 - - - - - 0 - - - 0 % Pedestrians - Bicycles on Crosswalk 0 0 - - - - 0 0 % Bicycles on Crosswalk - *Pedestrians and Bicycles on Crosswalk L: Left, R: Right, T: Thru, U: U -Turn 3 of 6 1. Dove Road at SH 114 SBFR-TMC Thu Aug 29, 2019 PM Peak (4:45 PM - 5:45 PM) All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks, Pedestrians, Bicycles on Crosswalk) All Move me nts ID: 689595, Location: 32.970395, -97.159438 CJHens As at Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Leg Direction SH 114 SBFR Southbound Dove Road Westbound SH 114 SBFR Northbound Dove Road Eastbound Time R T L U App Ped* R T L U App Ped* R T L UApp Ped* R T L U App Ped* Int 2019-08-29 4:45PM 25 83 26 0 134 0 0 147 87 0 234 0 0 0 0 0 0 1 67 79 0 0 146 0 514 5:OOPM 16 75 25 0 116 0 0 148 101 1 250 0 0 0 0 0 0 0 94 57 0 0 151 0 517 5:15PM 18 103 41 0 162 0 0 126 68 0 194 0 0 0 0 0 0 0 82 42 0 0 124 0 480 5:30PM it 98 30 0 139 0 0 156 63 0 219 0 0 0 0 0 0 0 83 59 0 0 142 0 500 Total 70 359 122 0 551 0 0 577 319 1 897 0 0 0 0 0 0 1 326 237 0 0 563 0 2011 % Approach 12.7% 65.2% 22.1% 0% - - 0% 64.3% 35.6% 0.1% - _0% 0% 0% 0% - - 57.9% 42.1% 0% 0% - - - % Total 3.5% 17.9% 6.1% 0% 27.4 % 0% 28.7% 15.9% 0% 44.6% - 0% 0% 0% 0% 0% 16.2% 11.8% 0% 0% 28.0% - PHF 0.700 0.871 0.744 - 0.850 - 0.925 0.790 0.250 0.897 - - - - - - 0.867 0.750 - - 0.932 0.972 Lights 70 356 121 0 547 0 571 317 1 889 0 0 0 0 0 324 233 0 0 557 1993 % Lights 100% 99.2% 99.2% 0% 99.3% 0% 99.0% 99.4% 100% 99.1% 0% 0% 0% 0% - 99.4% 98.3% 0% 0% 98.9% 99.1% Articulated Trucks 0 0 1 0 1 - 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 3 % Articulated Trucks 0% 0% 0.8% 0% 0.2% -0% 0.2% 0% 0% 0.1% - 0% 0% 0% 0% - - 0% 0.4% 0% 0% 0.2% - 0.1% Buses and Single -Unit Trucks 0 3 0 0 3 - 0 5 2 0 7 0 0 0 0 0 2 3 0 0 5 15 % Buses and Single- UnitTrucks 0% 0.8% 0% 0% 0.5% -0% 0.9% 0.6% 0% 0.8% 0% 0% 0% 0% - 0.6% 1.3% 0% 0% 0.9% 0.7% Pedestrians - - - - - 0 - - - - - 0 - - - - 1 0 % Pedestrians - - - - - - -100% - - Bicycles on Crosswalk 0 0 - - - - - 0 0 % Bicycles on Crosswalk - - - - - - - - - - - - - - - - - 0% - - - - - - - *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U -Turn 5 of 6 2. Dove Road at SH 114 NBFR- TMC Thu Aug 29, 2019 Full Length (7 AM -9 AM, 4:30 PM -6:30 PM) All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks, Pedestrians, Bicycles on Crosswalk) All Movements ID: 688613, Location: 32.970377, -97.157997 CJ Hens Assaclat Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Leg Direction SH 114 NBFR Southbound Dove Road Westbound SH 114 NBFR Northbound Dove Road Eastbound Time R T L UApp Ped* R T L U App Ped* R T L U App Ped* R T L U App Ped* Int 2019-08-29 7:OOAM 0 0 0 0 0 0 17 57 0 0 74 0 47 11 35 1 94 0 0 50 10 0 60 0 228 7:15 AM 0 0 0 0 0 0 14 93 0 0 107 0 79 22 32 1 134 0 0 82 11 0 93 0 334 7:30AM 0 0 0 0 0 0 23 99 0 0 122 0 84 26 44 4 158 0 0 124 11 0 135 0 415 7:45AM 0 0 0 0 0 0 20 104 0 0 124 0 82 28 46 3 159 0 0 101 13 0 114 0 397 Hourly Total 0 0 0 0 0 0 74 353 0 0 427 0 292 87 157 9 545 0 0 357 45 0 402 0 1374 8:OOAM 0 0 0 0 0 0 14 39 0 0 53 0 56 24 54 1 135 0 0 91 14 0 105 0 293 8:15AM 0 0 0 0 0 0 10 59 0 0 69 0 68 21 64 4 157 0 0 58 13 0 71 0 297 8:30AM 0 0 0 0 0 0 19 32 0 0 51 0 63 20 36 3 122 0 0 73 13 0 86 0 259 8:45 AM 0 0 0 0 0 0 14 32 0 0 46 0 60 30 40 3 133 0 0 47 14 0 61 0 240 Hourly Total 0 0 0 0 0 0 57 162 0 0 219 0 247 95 194 11 547 0 0 269 54 0 323 0 1089 4:30PM 0 0 0 0 0 0 30 150 0 0 180 0 5 48 84 0 137 0 0 49 20 0 69 0 386 4:45PM 0 0 0 0 0 1 22 127 0 0 149 0 8 51 111 0 170 0 0 92 11 0 103 0 422 Hourly Total 0 0 0 0 0 1 52 277 0 0 329 0 13 99 195 0 307 0 0 141 31 0 172 0 808 5:OOPM 0 0 0 0 0 0 36 152 0 0 188 0 9 87 92 3 191 0 0 65 14 0 79 0 458 5:15PM 0 0 0 0 0 0 36 104 0 0 140 0 5 97 101 1 204 0 0 66 16 0 82 0 426 5:30PM 0 0 0 0 0 0 26 92 0 0 118 0 7 80 110 1 198 0 0 67 26 0 93 0 409 5:45PM 0 0 0 0 0 0 36 112 0 0 148 0 7 78 96 1 182 0 0 41 10 0 51 0 381 Hourly Total 0 0 0 0 0 0 134 460 0 0 594 0 28 342 399 6 775 0 0 239 66 0 305 0 1674 6:OOPM 0 0 0 0 0 0 26 106 0 0 132 0 7 67 105 6 185 0 0 34 15 0 49 0 366 6:15PM 0 0 0 0 0 0 29 47 0 0 76 0 5 49 91 0 145 u 0 44 18 0 62 0 283 Hourly Total 0 0 0 0 0 0 55 153 0 0 208 0 12 116 196 6 330 0 0 78 33 0 111 0 649 Total 0 0 0 0 0 1 372 1405 0 0 1777 0 592 739 1141 32 2504 0 0 1084 229 0 1313 0 5594 % Approach 0% 0% 0% 0% - - 20.9% 79.1% 0% 0% - - 23.6% 29.5% 45.6% 1.3% - - 0% 82.6% 17.4% 0% - - - % Total 0% 0% 0% 0% 0% 6.6% 25.1% 0% 0% 31.8% 10.6% 13.2% 20.4% 0.6% 44.8% 0% 19.4% 4.1% 0% 23.5% - Lights 0 0 0 0 0 365 1389 0 0 1754 588 734 1124 31 2477 0 1066 225 0 1291 5522 % Lights 0% 0% 0% 0% - 98.1% 98.9% 0% 0% 98.7% 99.3% 99.3% 98.5% 96.9% 98.9% -0% 98.3% 98.3% 0% 98.3% 98.7% Articulated Trucks 0 0 0 0 0 0 1 0 0 1 0 2 3 0 5 - 0 1 4 0 5 11 % Articulated Trucks 0% 0% 0% 0% - 0% 0.1%0%0% 0.1% 0% 0.3% 0.3% 0% 0.2% 0% 0.1% 1.7%0% 0.4% 0.2% Buses and Single -Unit Trucks 0 0 0 0 0 7 15 0 0 22 4 3 14 1 22 0 17 0 0 17 61 % Bus es and Single - Unit Trucks 0% 0% 0% 0% - 1.9% 1.1% 0% 0% 1.2% 0.7% 0.4% 1.2% 3.1% 0.9% 0% 1.6% 0% 0% 1.3% 1.1% Pedestrians - - - - - 1 - - - - 0 - - - - - 0 - - - - - 0 %Pedestrians - - - - -100% - - - - Bicycles on Crosswalk - - - - - 0 0 0 0 Bicycles on Crosswalk - - - - - 0% - - - *Pedestrians and Bicycles on Crosswalk L: Left, R: Right, T: Thru, U: U -Turn 1 of 6 2. Dove Road at SH 114 NBFR- TMC Thu Aug 29, 2019 AM Peak ( 7:15 AM - 8:15 AM) All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks, Pedestrians, Bicycles on Crosswalk) AllMovements ID: 688613, Location: 32.970377, -97.157997 CJ Hens Assoclai Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Leg SH 114 NBFR Direction Southbound Dove Road Westbound SH 114 NBFR Northbound Dove Road Eastbound Time R T L UApp Ped* R T L U App Ped* R T L U App Ped* R T L U App Ped* hit 2019-08-29 7:15AM 0 0 0 0 0 0 14 93 0 0 107 0 79 22 32 1 134 0 0 82 11 0 93 0 334 7:30AM 0 0 0 0 0 0 23 99 0 0 122 0 84 26 44 4 158 0 0 124 11 0 135 0 415 7:45AM 0 0 0 0 0 0 20 104 0 0 124 0 82 28 46 3 159 0 0 101 13 0 114 0 397 8:OOAM 0 0 0 0 0 0 14 39 0 0 53 0 56 24 54 1 135 0 0 91 14 0 105 0 293 Total 0 0 0 0 0 0 71 335 0 0 406 0 301 100 176 9 586 0 0 398 49 0 447 0 1439 % Approach 0% 0% 0% 0% - - 17.5% 82.5% 0% 0% - - 51.4% 17.1% 30.0% 1.5% - - 0% 89.0% 11.0% 0% - - - % Total 0% 0% 0% 0% 0% - 4.9% 23.3% 0% 0% 28.2% - 20.9% 6.9% 12.2% 0.6% 40.7% - 0% 27.7% 3.4% 0% 31.1% - PHF - - - - - 0.772 0.805 - - 0.819 0.896 0.893 0.815 0.563 0.921 - 0.802 0.875 - 0.828 0.867 Lights 0 0 0 0 0 68 328 0 0 396 299 99 171 8 577 0 388 49 0 437 1410 % Lights 0% 0% 0% 0% - - 95.8% 97.9% 0% 0% 97.5% - 99.3% 99.0% 97.2% 88.9% 98.5% -0% 97.5% 100% 0% 97.8% - 98.0% Articulated Trucks 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 - 0 1 0 0 1 2 % Articulated Trucks 0% 0% 0% 0% - 0% 0.3%0%0% 0.2% 0% 0% 0% 0% 0% -0% 0.3% 0%0% 0.2% 0.1% Buses and Single -Unit Trucks 0 0 0 0 0 3 6 0 0 9 2 1 5 1 9 - 0 9 0 0 9 27 % Buses and Single - Unit T ruc ks 0% 0% 0% 0% - 4.2% 1.8% 0% 0% 2.2% 0.7% 1.0% 2.8% 11.1% 1.5% -0% 2.3% 0% 0% 2.0% 1.9% Pedestrians - - - - 0 - - - - - 0 - - - - - 0 - - - - - 0 % Pedestrians Bicycles on Crosswalk 0 0 0 0 % Bicycles on Crosswalk - *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U -Turn 3 of 6 2. Dove Road at SH 114 NBFR- TMC Thu Aug 29, 2019 PM Peak (4:45 PM - 5:45 PM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks, Pedestrians, Bicycles on Crosswalk) AllMovements ID: 688613, Location: 32.970377, -97.157997 CJ Hens Assoclai Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Leg SH 114 NBFR Direction Southbound Dove Road Westbound SH 114 NBFR Northbound Dove Road Eastbound Time R T L UApp Ped* R T L U App Ped* R T L U App Ped* R T L U App Ped* hit 2019-08-29 4:45PM 0 0 0 0 0 1 22 127 0 0 149 0 8 51 111 0 170 0 0 92 11 0 103 0 422 5:OOPM 0 0 0 0 0 0 36 152 0 0 188 0 9 87 92 3 191 0 0 65 14 0 79 0 458 5:15PM 0 0 0 0 0 0 36 104 0 0 140 0 5 97 101 1 204 0 0 66 16 0 82 0 426 5:30PM 0 0 0 0 0 0 26 92 0 0 118 0 7 80 110 1 198 0 0 67 26 0 93 0 409 Total 0 0 0 0 0 1 120 475 0 0 595 0 29 315 414 5 763 0 0 290 67 0 357 0 1715 %Approach 0% 0% 0% 0% - - 20.2% 79.8% 0% 0% - - 3.8% 41.3% 54.3% 0.7% - - 0% 81.2% 18.8% 0% - - - % Total 0% 0% 0% 0% 0% - 7.0% 27.7% 0% 0% 34.7% - 1.7% 18.4% 24.1% 0.3% 44.5% - 0% 16.9% 3.9% 0% 20.8% - PHF - - - - - 0.833 0.781 - - 0.791 0.806 0.812 0.932 0.417 0.935 - 0.788 0.644 - 0.867 0.936 Lights 0 0 0 0 0 120 469 0 0 589 29 314 412 5 760 0 286 66 0 352 1701 % Lights 0% 0% 0% 0% - - 100% 98.7% 0% 0% 99.0% -100% 99.7% 99.5% 100% 99.6% - 0% 98.6% 98.5% 0% 98.6% -99.2% Articulated Trucks 0 0 0 0 0 0 0 0 0 0 - 0 1 1 0 2 0 0 1 0 1 3 % Articulated Trucks 0% 0% 0% 0% - 0% 0%0%0% 0% 0% 0.3% 0.2% 0% 0.3% 0% 0% 1.5%0% 0.3% 0.2% Buses and Single -Unit Trucks 0 0 0 0 0 0 6 0 0 6 0 0 1 0 1 0 4 0 0 4 11 % Buses and Single - Unit T ruc ks 0% 0% 0% 0% - 0% 1.3% 0% 0% 1.0% 0% 0% 0.2% 0% 0.1% 0% 1.4°% 0% 0% 1.1% 0.6% Pedestrians - - - - - 1 - - - 0 - - - - - 0 - - - - - 0 % Pedestrians -100% - - - - Bicycles on Crosswalk - 0 0 0 0 % Bicycles on Crosswalk - - - - - 0% - - - - - - - - - - - - - - - - - - - *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U -Turn 5 of 6 3. Dove Road at Verizon Driveway- TMC Thu Aug 29, 2019 Full Length (7 AM -9 AM, 4:30 PM -6:30 PM) All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks, Pedestrians, Bicycles on Crosswalk) AllMovements ID: 688614, Location: 32.970344, -97.156461 CJ AsMiHensat Provided by: C. J. Hens ch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Leg Direction Dove Road Southbound Verizon Drive Westbound Verizon Drive Eastbound Time R L U App Ped* R T U App Ped* T L U App Ped* Int 2019-08-29 7:OOAM 14 0 0 14 0 0 70 0 70 0 93 9 0 102 0 186 7:15AM 0 0 1 1 0 0 97 0 97 0 140 19 0 159 0 257 7:30AM 2 0 1 3 0 0 132 0 132 0 195 15 0 210 0 345 7:45AM 2 0 0 2 0 0 110 0 110 0 159 24 0 183 0 295 Hourly Total 18 0 2 20 0 0 409 0 409 0 587 67 0 654 0 1083 8:OOAM 4 0 0 4 0 0 50 0 50 0 127 18 0 145 0 199 8:15AM 2 0 1 3 0 0 66 0 66 0 113 14 0 127 0 196 8:30AM 2 0 0 2 0 0 47 0 47 0 101 34 0 135 0 184 8:45AM 1 0 0 1 0 2 46 0 48 0 88 20 0 108 0 157 Hourly Total 9 0 1 10 0 2 209 0 211 0 429 86 0 515 0 736 4:30PM 23 2 0 25 0 0 164 0 164 0 48 2 0 50 0 239 4:45PM 16 0 0 16 1 0 139 0 139 0 102 1 0 103 0 258 Hourly Total 39 2 0 41 1 0 303 0 303 0 150 3 0 153 0 497 5:OOPM 18 2 0 20 0 0 169 0 169 0 70 3 0 73 0 262 5:15PM 22 0 0 22 0 0 118 0 118 0 71 2 0 73 0 213 5:30PM 10 0 1 11 0 0 103 0 103 0 69 1 0 70 0 184 5:45PM 16 0 0 16 0 0 131 0 131 0 54 1 0 55 0 202 Hourly Total 66 2 1 69 0 0 521 0 521 0 264 7 0 271 0 861 6:OOPM 15 1 0 16 0 0 117 0 117 0 34 1 0 35 0 168 6:15PM 2 0 1 3 1 0 74 0 74 0 49 1 0 50 0 127 Hourly Total 17 1 1 19 1 0 191 0 191 0 83 2 0 85 0 295 Total 149 5 5 159 2 2 1633 0 1635 0 1513 165 0 1678 0 3472 % Approach 93.7% 3.1% 3.1% - - 0.1% 99.9% 0% - - 90.2% 9.8% 0% - - - %Total 4.3% 0.1% 0.1% 4.6% 0.1% 47.0% 0% 47.1% 43.6% 4.8% 0% 48.3% - Lights 147 5 5 157 2 1613 0 1615 1492 165 0 1657 3429 %Lights 98.7% 100% 100% 98.7% 100% 98.8% 0% 98.8% 98.6% 100% 0% 98.7% 98.8% Articulated Trucks 1 0 0 1 0 0 0 0 0 0 0 0 1 % Articulated Trucks 0.7% 0% 0% 0.6% 0% 0% 0% 0% 0% 0% 0% 0% 0% Buses and Single -Unit Trucks 1 0 0 1 0 20 0 20 21 0 0 21 42 %Buses and Single -Unit Trucks 0.7% 0% 0% 0.6% 0% 1.2% 0% 1.2% 1.4% 0% 0% 1.3% 1.2% Pedestrians - - - - 1 - - - - 0 - - - - 0 % Pedestrians - 50.0% 1 - - Bicycles on Crosswalk - 11 0 0 % Bicycles on Crosswalk - 50.0% 1- - - *Pedestrians and Bicycles on Crosswalk L: Left, R: Right, T: Thru, U: U -Turn 1 of 6 3. Dove Road at Verizon Driveway- TMC Thu Aug 29, 2019 AM Peak ( 7:15 AM -8:15 AM) - Ove rallPe ak Hour All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks, Pedestrians, Bicycles on Crosswalk) AllMovements ID: 688614, Location: 32.970344, -97.156461 CJ AsMiHensat Provided by: C. J. Hens ch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Leg Direction Dove Road Southbound Verizon Drive Westbound Verizon Drive Eastbound Time R L U App Ped* R T U App Ped* T L U App Ped* Int 2019-08-29 7:15AM 0 0 1 1 0 0 97 0 97 0 140 19 0 159 0 257 7:30AM 2 0 1 3 0 0 132 0 132 0 195 15 0 210 0 345 7:45AM 2 0 0 2 0 0 110 0 110 0 159 24 0 183 0 295 8:OOAM 4 0 0 4 0 0 50 0 50 0 127 18 0 145 0 199 Total 8 0 2 10 0 0 389 0 389 0 621 76 0 697 0 1096 % Approach 80.0% 0% 20.0% - - 0% 100% 0% - - 89.1% 10.9% 0% - - - %Total 0.7% 0% 0.2% 0.9% 0% 35.5% 0% 35.5% 56.7% 6.9% 0% 63.6% - PHE 0.500 - 0.500 0.625 - 0.737 - 0.737 0.796 0.792 - 0.830 0.794 Lights 7 0 2 9 0 380 0 380 610 76 0 686 1075 %Lights 87.5% 0% 100% 90.0% 0% 97.7% 0% 97.7% 98.2% 100% 0% 98.4% 98.1% Articulated Trucks 1 0 0 1 0 0 0 0 0 0 0 0 1 % Articulated Trucks 12.5% 0% 0% 10.0% 0% 0% 0% 0% 0% 0% 0% 0% 0.1% Buses and Single -Unit Trucks 0 0 0 0 0 9 0 9 11 0 0 11 20 %Buses and Single -Unit Trucks 0% 0% 0% 0% 0% 2.3% 0% 2.3% 1.8% 0% 0% 1.6% 1.8% Pedestrians - - - - 0 - - - - 0 - - - - 0 % Pedestrians - - - Bicycles on Crosswalk 0 - 0 0 % Bicycles on Crosswalk - - - - - *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U -Turn 3 of 6 3. Dove Road at Verizon Driveway- TMC Thu Aug 29, 2019 PM Peak (4:30 PM - 5:30 PM) All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks, Pedestrians, Bicycles on Crosswalk) AllMovements ID: 688614, Location: 32.970344, -97.156461 CJ AsMiHensat Provided by: C. J. Hens ch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Leg Direction Dove Road Southbound Verizon Drive Westbound Verizon Drive Eastbound Time R L U App Ped* R T U App Ped* T L U App Ped* Int 2019-08-29 4:30PM 23 2 0 25 0 0 164 0 164 0 48 2 0 50 0 239 4:45PM 16 0 0 16 1 0 139 0 139 0 102 1 0 103 0 258 5:OOPM 18 2 0 20 0 0 169 0 169 0 70 3 0 73 0 262 5:15PM 22 0 0 22 0 0 118 0 118 0 71 2 0 73 0 213 Total 79 4 0 83 1 0 590 0 590 0 291 8 0 299 0 972 % Approach 95.2% 4.8% 0% - - 0% 100% 0% - - 97.3% 2.7% 0% - - - % Total 8.1% 0.4% 0% 8.5% 0% 60.7% 0% 60.7% 29.9% 0.8% 0% 30.8% - PHF 0.859 0.500 - 0.830 - 0.873 - 0.873 0.713 0.667 - 0.726 0.927 Lights 79 4 0 83 0 585 0 585 287 8 0 295 963 %L.ights 100% 100% 0% 100% - 0% 99.2% 0% 99.2% - 98.6% 100% 0% 98.7% - 99.1% Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 % Articulated Trucks 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Buses and Single -Unit Trucks 0 0 0 0 0 5 0 5 4 0 0 4 9 %Buses and Single -Unit Trucks 0% 0% 0% 0% 0% 0.8% 0% 0.8% 1.4% 0% 0% 1.3% 0.9% Pedestrians - - - - 1 - - - - 0 - - - - 0 % Pedestrians - - - - 100% - - - - - - - - - - - Bicycles on Crosswalk - - 01 01 0 % Bicycles on Crosswalk - - 0% - - *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U -Turn 5 of 6 4. Dove Road at Kirkwood Boulevard - TMC Thu Aug 29, 2019 Full Length (7 AM -9 AM, 4:30 PM -6:30 PM) All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks, Pedestrians, Bicycles on Crosswalk) AllMovements ID: 688615, Location: 32.970405, -97.154652 CJ AsMiHensat Provided by: C. J. Hens ch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Leg Direction Kirkwood Boulevard Southbound Dove Road Westbound Dove Road Eastbound Time R L U App Ped* R T U App Ped* T L U App Ped* Int 2019-08-29 7:OOAM 18 5 0 23 0 8 47 0 55 0 36 52 0 88 0 166 7:15AM 30 18 0 48 0 12 72 0 84 0 50 89 0 139 0 271 7:30AM 34 23 0 57 0 16 94 0 110 0 106 92 0 198 0 365 7:45AM 21 23 0 44 0 25 93 0 118 0 60 98 0 158 0 320 Hourly Total 103 69 0 172 0 61 306 0 367 0 252 331 0 583 0 1122 8:OOAM 18 9 0 27 0 18 32 0 50 0 65 68 0 133 0 210 8:15AM 17 13 0 30 0 18 50 0 68 0 36 74 0 110 0 208 8:30AM 12 6 0 18 0 14 38 0 52 0 36 63 0 99 0 169 8:45AM 17 4 0 21 0 7 30 0 37 0 30 60 0 90 0 148 Hourly Total 64 32 0 96 0 57 150 0 207 0 167 265 0 432 0 735 4:30PM 120 31 0 151 0 9 43 0 52 0 40 14 0 54 0 257 4:45PM 97 36 0 133 1 15 44 0 59 0 89 10 0 99 0 291 Hourly Total 217 67 0 284 1 24 87 0 111 0 129 24 0 153 0 548 5:OOPM 111 43 0 154 0 11 53 0 64 0 62 9 0 71 0 289 5:15PM 64 32 0 96 0 11 55 0 66 0 65 6 0 71 0 233 5:30PM 58 19 0 77 0 18 45 0 63 0 59 10 0 69 0 209 5:45PM 44 15 0 59 0 16 89 1 106 0 41 11 0 52 0 217 Hourly Total 277 109 0 386 0 56 242 1 299 0 227 36 0 263 0 948 6:OOPM 46 12 0 58 0 19 71 1 91 0 31 10 0 41 0 190 6:15PM 26 10 0 36 1 14 47 0 61 0 39 10 0 49 0 146 Hourly Total 72 22 0 94 1 33 118 1 152 0 70 20 0 90 0 336 Total 733 299 0 1032 2 231 903 2 1136 0 845 676 0 1521 0 3689 % Approach 71.0% 29.0% 0% - - 20.3% 79.5% 0.2% - - 55.6% 44.4% 0% - - - %Total 19.9% 8.1% 0% 28.0% 6.3% 24.5% 0.1% 30.8% 22.9% 18.3% 0% 41.2% - Lights 726 297 0 1023 224 889 2 1115 827 672 0 1499 3637 %Lights 99.0% 99.3% 0% 99.1% 97.0% 98.4% 100% 98.2% 97.9% 99.4% 0% 98.6% 98.6% Articulated Trucks 0 0 0 0 0 1 0 1 1 0 0 1 2 % Articulated Trucks 0% 0% 0% 0% 0% 0.1% 0% 0.1% 0.1% 0% 0% 0.1% 0.1% Buses and Single -Unit Trucks 7 2 0 9 7 13 0 20 17 4 0 21 50 %Buses and Single -Unit Trucks 1.0% 0.7% 0% 0.9% 3.0% 1.4% 0% 1.8% 2.0% 0.6% 0% 1.4% 1.4% Pedestrians - - - - 1 - - - - 0 - - - - 0 % Pedestrians 50.0% - - - Bicycles on Crosswalk - 1 0 0 % Bicycles on Crosswalk - 50.0% - -1 - *Pedestrians and Bicycles on Crosswalk L: Left, R: Right, T: Thru, U: U -Turn 1 of 6 4. Dove Road at Kirkwood Boulevard - TMC Thu Aug 29, 2019 AM Peak ( 7:15 AM -8:15 AM) - Ove rallPe ak Hour All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks, Pedestrians, Bicycles on Crosswalk) AllMovements ID: 688615, Location: 32.970405, -97.154652 CJ AsMiHensat Provided by: C. J. Hens ch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Leg Direction Kirkwood Boulevard Southbound Dove Road Westbound Dove Road Eastbound Time R L U App Ped* R T U App Ped* T L U App Ped* Int 2019-08-29 7:15AM 30 18 0 48 0 12 72 0 84 0 50 89 0 139 0 271 7:30AM 34 23 0 57 0 16 94 0 110 0 106 92 0 198 0 365 7:45AM 21 23 0 44 0 25 93 0 118 0 60 98 0 158 0 320 8:OOAM 18 9 0 27 0 18 32 0 50 0 65 68 0 133 0 210 Total 103 73 0 176 0 71 291 0 362 0 281 347 0 628 0 1166 % Approach 58.5% 41.5% 0% - - 19.6% 80.4% 0% - - 44.7% 55.3% 0% - - - %Total 8.8% 6.3% 0% 15.1% 6.1% 25.0% 0% 31.0% 24.1% 29.8% 0% 53.9% - P1FW 0.757 0.793 - 0.772 0.710 0.774 - 0.767 0.663 0.885 - 0.793 0.799 Lights 101 73 0 174 67 283 0 350 270 346 0 616 1140 % Lights 98.1% 100% 0% 98.9% 94.4% 97.3% 0% 96.7% 96.1% 99.7% 0% 98.1% 97.8% Articulated Trucks 0 0 0 0 0 1 0 1 1 0 0 1 2 % Articulated Trucks 0% 0% 0% 0% 0% 0.3% 0% 0.3% 0.4% 0% 0% 0.2% 0.2% Buses and Single -Unit Trucks 2 0 0 2 4 7 0 11 10 1 0 11 24 %Buses and Single -Unit Trucks 1.9% 0% 0% 1.1% 5.6% 2.4% 0% 3.0% 3.6% 0.3% 0% 1.8% 2.1% Pedestrians - - - - 0 - - - - 0 - - - - 0 % Pedestrians - - - - - Bicycles on Crosswalk - - 0 0 0 % Bicycles on Crosswalk - - - - - - *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U -Turn 3 of 6 4. Dove Road at Kirkwood Boulevard - TMC Thu Aug 29, 2019 PM Peak (4:30 PM - 5:30 PM) All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks, Pedestrians, Bicycles on Crosswalk) AllMovements ID: 688615, Location: 32.970405, -97.154652 CJ AsMiHensat Provided by: C. J. Hens ch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Leg Direction Kirkwood Boulevard Southbound Dove Road Westbound Dove Road Eastbound Time R L U App Ped* R T U App Ped* T L U App Ped* Int 2019-08-29 4:30PM 120 31 0 151 0 9 43 0 52 0 40 14 0 54 0 257 4:45PM 97 36 0 133 1 15 44 0 59 0 89 10 0 99 0 291 5:OOPM 111 43 0 154 0 11 53 0 64 0 62 9 0 71 0 289 5:15PM 64 32 0 96 0 11 55 0 66 0 65 6 0 71 0 233 Total 392 142 0 534 1 46 195 0 241 0 256 39 0 295 0 1070 %Approach 73.4% 26.6% 0% - - 19.1% 80.9% 0% - - 86.8% 13.2% 0% - - - %Total 36.6% 13.3% 0% 49.9% 4.3% 18.2% 0% 22.5% 23.9% 3.6% 0% 27.6% - PBF 0.817 0.826 - 0.867 0.767 0.886 - 0.913 0.719 0.696 - 0.745 0.919 Lights 388 140 0 528 45 194 0 239 253 38 0 291 1058 %Lights 99.0% 98.6% 0% 98.9% 97.8% 99.5% 0% 99.2% 98.8% 97.4% 0% 98.6% 98.9% Articulated Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 % Articulated Trucks 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% Buses and Single -Unit Trucks 4 2 0 6 1 1 0 2 3 1 0 4 12 % Buses and Single -Unit Trucks 1.0% 1.4% 0% 1.1% 2.2% 0.5% 0% 0.8% 1.2% 2.6% 0% 1.4% 1.1% Pedestrians - - - - 1 - - - - 0 - - - - 0 % Pedestrians - 100% - - Bicycles on Crosswalk - 0 - 0 0 % Bicycles on Crosswalk - 0% - - *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U -Turn 5 of 6 Kimley»>Horn Synchrol Output - 2019 Existing Traffic N � ■ O� O (O O L O � U � w � o LL. 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