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ROUTE 29 / NEW BALTIMORE ADVISORY PANEL MEETING #5 November 29, - PowerPoint PPT Presentation

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ROUTE 29 / NEW BALTIMORE ADVISORY PANEL MEETING #5 November 29, 2018 Virginia Department of Transportation Route 215 / Vint Hill Road Intersection Improvements 3 Route 600 / Broad Run Ch Rd Intersection Improvements 4 TRAFFIC TURNING

  1. ROUTE 29 / NEW BALTIMORE ADVISORY PANEL MEETING #5 November 29, 2018

  2. Virginia Department of Transportation

  3. Route 215 / Vint Hill Road Intersection Improvements 3

  4. Route 600 / Broad Run Ch Rd Intersection Improvements 4

  5. TRAFFIC TURNING MOVEMENT COUNTS & COMPARISONS OF IMPROVEMENTS, ROUTE 29-215 & 29-600 INTERSECTIONS November 29, 2018

  6. Turning Movement Counts, U.S. 29 / Route 215 6

  7. Turning Movement Counts, U.S. 29 / Route 600 7

  8. U.S. 29 / Route 600 Improvements: Delay Comparison Roundabout Concept Signalized Intersection Improvement Sidra Results HCM 2010 Results AM Peak Hour AM Peak Hour Movement Intersection Movement Intersection Movement Intersection Intersection Approach Movement Intersection Approach Movement Delay (s) Delay (s) LOS Delay (s) Delay (s) LOS Delay (s) Delay (s) LOS Left 12.8 12.2 Left 55.9 Through 7.0 12.2 EB Through 55.9 EB Right 7.4 24.3 Right 0.0 Left 200.8 104.6 Left 60.2 WB Through 194.5 104.6 WB Through 60.1 Right 195.0 104.6 Right 50.9 Rte 29 / Rte 600 23.8 ( C ) 74.49 ( F ) Rte 29 / Rte 600 73.5 ( E ) Left 28.7 77.0 Left 82.4 NB Through 22.8 129.8 NB Through 109.3 Right 23.4 129.8 Right 14.5 Left 9.6 20.5 Left 69.1 Through 3.9 29.1 Through 31.3 SB SB Right 4.8 29.1 Right 15.0 Sidra Results HCM 2010 Results PM Peak Hour PM Peak Hour Approach Movement Movement Intersection Movement Intersection Intersection Approach Movement Movement Intersection Delay (s) Delay (s) LOS Delay (s) Delay (s) LOS Delay (s) Delay (s) LOS Left 21.0 39.1 Left 77.6 EB Through 15.2 39.1 EB Through 77.6 Right 235.2 1548.4 Right 0.3 Left 21.5 25.6 Left 81.1 WB WB Through 15.7 25.6 Through 81.3 Right 16.2 25.6 Right 63.2 Rte 29 / Rte 600 73.1 ( F ) 208.5 ( F ) Rte 29 / Rte 600 52.5 ( D ) Left 8.2 14.8 Left 140.7 NB Through 2.5 19.0 NB Through 21.0 Right 3.1 19.0 Right 12.2 Left 106.5 127.5 Left 86.6 SB Through 100.8 186.2 SB Through 75.0 Right 101.4 186.2 Right 11.9 8

  9. U.S. 29 / Route 600 Improvements: Queue Comparison Roundabout Concept Signalized Intersection Improvement AM Peak Hour Intersection Approach Lane # -Movement 95th % Queue (Ft) Sidra Results HCM 2010 Results Left 58.0 AM Peak Hour EB Through 58.0 Intersection Approach Lane # -Movement 95% Back of Queue Right 0.0 Lane 95% Queue Vehicles Distance Left 115.0 1 - Through and Left 0.4 8.9 0.9 WB Through 118.0 EB 2 - Right Only (bypass) 0.5 13.4 0.9 Right 0.0 Rte 29 / Rte 600 WB 1 - Left, Through, Right 24.1 606.6 8.3 Left 52.0 1 - Through and Left 106.4 2695.6 28.8 NB Through 1339.0 Rte 29 / Rte 600 NB 2 - Through and Right 106.6 2696.3 43.4 Right 32.0 1 - Through and Left 9.1 232.3 8.5 Left 29.0 SB 2 - Through and Right 9.1 232.6 12.3 Through 739.0 SB Right 0.0 PM Peak Hour Intersection Approach Lane # -Movement 95th % Queue (Ft) Sidra Results HCM 2010 Results Left 154.0 PM Peak Hour EB Through 154.0 Intersection Approach Lane # -Movement 95% Back of Queue Right 503.0 Lane 95% Queue Vehicles Distance Left 173.0 WB 1 - Through and Left 2.0 49.6 2.3 Through 177.0 EB 2 - Right Only (bypass) 44.9 1125.1 37.3 Right 0.0 Rte 29 / Rte 600 WB 1 - Left, Through, Right 3.9 96.5 3.8 Left 119.0 1 - Through and Left 7.3 184.8 6.1 NB Through 580.0 Rte 29 / Rte 600 NB 2 - Through and Right 7.3 184.7 8.6 Right 9.0 1 - Through and Left 93.0 2349.0 37.8 Left 62.0 SB 2 - Through and Right 93.0 2349.0 52.7 SB Through 1687.0 Right 0.0 9

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