2. An intersection has a 2-timing stage signal with the movements allowed in each timing stage, analysis and saturation flow rates shown below. Consider that the lost time per timing stage is 3 seconds and a critical v/c ratio of 0.85 is desired. Calculate minimum cycle length, and the effective green times (based on minimum cycle length). Timing Stage Allowed movements Analysis flow rate (veh/h) Saturation flow rate(veh/h) NBL SB L 40 30 600 600 1 NB T/R 1125 3400 EB L SB T/R 1075 100 3200 650 WB L 80 600 2 EB T/R 250 1750 WB T/R 295 1800
2. An intersection has a 2-timing stage signal with the movements allowed in each timing stage, analysis and saturation flow rates shown below. Consider that the lost time per timing stage is 3 seconds and a critical v/c ratio of 0.85 is desired. Calculate minimum cycle length, and the effective green times (based on minimum cycle length). Timing Stage Allowed movements Analysis flow rate (veh/h) Saturation flow rate(veh/h) NBL SB L 40 30 600 600 1 NB T/R 1125 3400 EB L SB T/R 1075 100 3200 650 WB L 80 600 2 EB T/R 250 1750 WB T/R 295 1800
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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