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LOS E SCENARIO MODEL SUMMARY TABLE Travel Time Delay Time Average Average Total Travel Distance Number of Cars per Car in per Car in Speed Traffic Hours of Time Traveled Seconds Seconds (MPH) Backup Delay (Hours) (Miles) Baseline 30 MPH 900 32 0 30 None 0 8 244 LOS A 900 40 8 25 18 feet 2 10 244 (30% of Capacity) LOS A/B 1,800 44 12 22 62 feet 6 22 488 (54% of Capacity) LOS B (73% of Capacity) 2,500 52 20 19 170 feet 14 36 678 LOS C 2,860 59 27 17 265 feet 21 47 776 (82% of Capacity) LOS D 3,200 71 39 14 420 feet 35 63 868 (91% of Capacity) LOSE 3,540 100 68 10 665feet 66 98 960 (lOO~ o. r Caeacit~) +11% +41% +74% -29% +89% +56 +11 +24% +68% +149% -41% +214% +109% +24% LOS C Conditions Gallons of Fuel Fuel Economy CO Emissions Nox Emissions VOC Emissions Consumed (MPG) (Pounds) (Pounds) (Pounds) Baseline 10 24.3 1.54 0.31 0.35 LOS A 14 17.5 2.14 0.42 0.51 (30% of Capacity) LOS A/B 32 15.4 4.89 0.95 1.15 (54% of Capacity) LOS B 49 14.0 7.50 1.46 1.74 (73% of Capacity) LOS C 60 12.9 9.24 1.81 2.14 (82% of Capacity) LOS D 76 11.5 11.66 2.27 2.69 (91% of Capacity) LOSE 105 9.2 16.12 3.13 3.73 ~100% +38% -20% +38% +38% +39% +75% -29% +74% +73% +74% LOS C Conditions The following graph shows how the amount of delay drivers experience at an intersection increases dramatically under LOS D through LOS F conditions. At 30 MPH, it takes a driver 32 seconds to approach and enter the sample intersection under tmcongested, free-flow conditions. The amount of delay a driver experiences is the amount of time it takes to approach and enter an intersection in excess of this 32-second free-flow time. 16