Exhibit 2-41. Clifton Country Road Impacts of Coordination on the Eastbound Approach
Condition* Performance Measure Eastbound Westbound Northbound Southbound OA
L T R Tot L T R Tot L T R Tot L T R Tot
Dataset 32 Base Case Delay 34.5 28.6 10.2 25.6 31.3 21.0 12.9 23.4 33.1 32.0 33.2 33.0 32.3 31.2 32.0 25.9
v/c ratio 0.03 0.81 0.24 - 0.5 0.7 - - 0.41 0.20 0.34 - 0.4 0.2 - -
95-Queue 0.2 15.6 5.3 - 6.9 20.0 - - 4.4 2.2 3.2 - 4.4 2.5 - -
Queue 0.1 8.3 2.6 - 3.5 11.0 - - 2.1 1.1 1.6 - 2.2 1.2 - -
Dataset 34 Arrival Type 5 EB TH&RT Delay 34.5 20.1 2.4 17.2 31.3 21.0 12.9 23.4 33.1 32.0 33.2 33.0 32.3 31.2 32.0 22.6
v/c ratio 0.03 0.81 0.24 - 0.5 0.7 - - 0.41 0.20 0.34 - 0.4 0.2 - -
95-Queue 0.2 14.2 1.7 - 6.9 20.0 - - 4.4 2.2 3.2 - 4.4 2.5 - -
Queue 0.1 7.5 0.8 - 3.5 11.0 - - 2.1 1.1 1.6 - 2.2 1.2 - -
Dataset 35 Arrival Type 1 EB TH&RT Delay 34.5 37.1 18.0 33.9 31.3 21.0 12.9 23.4 33.1 32.0 33.2 33.0 32.3 31.2 32.0 29.1
v/c ratio 0.03 0.81 0.24 - 0.5 0.7 - - 0.41 0.2 0.34 - 0.4 0.2 - -
95-Queue 0.2 16.5 8.1 - 6.9 20.0 - - 4.4 2.2 8.9 - 4.4 2.5 - -
Queue 0.1 8.8 4.1 - 3.5 11.0 - - 2.1 1.1 4.5 - 2.2 1.2 - -

*Using an 82-second cycle length during the a.m. peak hour