APS Stratford Project Transportation Analysis Overview. BLPC #20 February 22, 2016

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Transcription:

APS Stratford Project Transportation Analysis Overview BLPC #20 February 22, 2016 1

1. Key Takeaways 2. TIA A. Document B. Analysis C. Assumptions D. Results Key E. Results AM F. Results PM 3. Key Takeaways 2

Arrival Peak Hour Both Site Plan and Alternate Site Plan 5-Points Need signal timing changes. Need to extend southbound left-turn lane on Military on approach to 5-Points. NEW Old Dominion & Lorcom Need signal timing changes. Do not need second northbound thru lane. NEW Site Plan Drop-off/Pick-Up driveway at Old Dominion 2 exit lanes needed. CONFIRMED Alternate Site Plan Drop-off/Pick-up driveway at Vacation 2 exit lanes needed. NEW 3

Dismissal Peak Hour Minimal impacts to vehicle operations. CONFIRMED Old Dominion Signal Warrants Site Plan (Road) Site Plan vs. Alternate Site Plan TDG has no significant reservations about either the Site Plan or Alternate Site Plan from a transportation perspective. CONFIRMED Full signal at new driveway exit meets warrants. CONFIRMED Alternate Site Plan (No Road) Pedestrian Hybrid Beacon (HAWK) meets warrants. CONFIRMED 4

5 Posted on APS website Includes: Background information Analysis of existing conditions Trip generation Site traffic distribution and assignment Analysis of future conditions without development Analysis of future conditions with development Conclusions Appendices

What we analyzed Vehicular delay--all study intersections Level of Service (LOS) all study intersections Queueing all study intersections and Vacation Lane Analysis tools SimTraffic used for unsignalized intersections. Synchro used for signalized intersections (including 5-Points). Study Intersections 6

How TIA analysis differs from previous analysis Includes future year of 2019 (previously 2021) based on VDOT requirements Refined analysis of 5-points Revised trip distribution Analyzed impact of pedestrian crossings Included HAWK in Alternate Site Plan Analysis Example of SimTraffic simulation 7

Arrival 35% drive rate 804 trips Trip distribution Inbound Generally evenly distributed Outbound Weighted slightly towards DC 2019 analysis year Dismissal 22% drive rate 505 trips Trip distribution Inbound Weighted slightly toward DC Outbound Generally evenly distributed 2019 analysis year 8

Drive Rate Assumption Avg. Neighborhood MS Assumed AM Drive Rate vs. Drive Rate at Other APS Neighborhood Middle Schools 35% Williamsburg Kenmore Swanson Jefferson Gunston Assumed drive rate represents 75 th percentile of this APS middle school survey data 0% 5% 10% 15% 20% 25% 30% 35% 40% 45% 50% 2014 Student Tally 2013 Student Tally 9

Drive Rate Assumption Avg. Neighborhood MS Assumed PM Drive Rate vs. Drive Rate at Other APS Neighborhood Middle Schools 22% Williamsburg Kenmore Jefferson Swanson Gunston Assumed drive rate represents 75 th percentile of this APS middle school survey data 0% 5% 10% 15% 20% 25% 30% 35% 40% 45% 50% 2014 Student Tally 2013 Student Tally 10

Trip Generation AM Peak Hour Trips PM Peak Hour Trips Student Drop Offs 706 438 Staff 62 31 Visitors 10 10 Buses 26 26 TOTAL 804 505 11

Level of Service Codes LOS A or B LOS C or D LOS E or F N/A Site Plan Existing No Build Scenario Codes E SP NB ASP Alternate Site Plan Site Plan Alternate Site Plan 12 All figures represent year 2019.

2 2 2 2 16 17 3 3 5 7 16 18 E=Existing NB=No Build SP= Site Plan ASP=Alternate Site Plan E NB 1 0 1 1 SP ASP 1 1 1 1 N/A N/A 2 6 13 All figures represent year 2019. 3 3 7 11

29 30 35 36 4 4 4 4 N/A N/A 17 6 E=Existing NB=No Build SP=Site Plan ASP=Alternate Site Plan E NB SP ASP 54 58 68 64 All figures represent year 2019. 14

Average Queue Peak Queue Site Plan Alternate Site Plan 15 All figures represent year 2019.

Average Queue Peak Queue Site Plan Alternate Site Plan 16 All figures represent year 2019.

2 1 1 2 9 9 1 1 2 3 9 9 E=Existing NB=No Build SP=Site Plan ASP=Alternate Site Plan E NB 1 A 1 1 SP ASP 0 1 0 1 N/A N/A 2 3 17 All figures represent year 2019. 3 3 4 5

18 18 22 19 2 2 2 1 N/A N/A 16 2 E=Existing NB=No Build SP=Site Plan ASP=Alternate Site Plan E NB SP ASP 30 30 52 30 All figures represent year 2019. 18

Arrival Peak Hour Both Site Plan and Alternate Site Plan 5-Points Need signal timing changes. Need to extend southbound left-turn lane on Military on approach to 5-Points. NEW Old Dominion & Lorcom Need signal timing changes. Do not need second northbound thru lane. NEW Site Plan Drop-off/Pick-Up driveway at Old Dominion 2 exit lanes needed. CONFIRMED Alternate Site Plan Drop-off/Pick-up driveway at Vacation 2 exit lanes needed. NEW 19

Dismissal Peak Hour Minimal impacts to vehicle operations. CONFIRMED Old Dominion Signal Warrants Site Plan (Road) Site Plan vs. Alternate Site Plan TDG has no significant reservations about either the Site Plan or Alternate Site Plan from a transportation perspective. CONFIRMED Full signal at new driveway exit meets warrants. CONFIRMED Alternate Site Plan (No Road) Pedestrian Hybrid Beacon (HAWK) meets warrants. CONFIRMED 20

21