For the geometric characteristics, traffic conditions (traffic volumes are in vehicles per hour) and signal timing shown below, complete parts A through E for the Northbound and Eastbound approaches. A. Adjust the volumes. B. Find the saturation flow rate. C. Find the degree of saturation. D. Find the theoretical delay for each movement. E. Find the theoretical delay and LOS for the EB and NB approaches. Bus stop 5 stops/hr $12 ft teach 6% HV 400 6% HV 650 100 12 ft each - Isolated signal with random arrivals, AT-3 - No residual demand delay 11 ft each - No bicycles or pedestrians Bus stop 5 stops/hr P C = 60 sec Lost time = 3.5 sec/ 7550 2% HV - G=42 Y=4 G=10; Y=4 G=8 Y=4 G=30 Y=4 Φ1 Φ2 ФЗ Assume the intersection is located at Central Business District (CBD) Assume that both the streets are located on level grades, i.e. G = 0 Assume a PHF = 0.95 Assume random arrival i.e. AT-3 Assume that the intersection is isolated and signal is pre-timed

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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For the geometric characteristics, traffic conditions (traffic volumes are in vehicles per hour) and
signal timing shown below, complete parts A through E for the Northbound and Eastbound
approaches.
A. Adjust the volumes.
B. Find the saturation flow rate.
C. Find the degree of saturation.
D. Find the theoretical delay for each movement.
E. Find the theoretical delay and LOS for the EB and NB approaches.
Bus stop
5 stops/hr
$12 ft
teach
6% HV
400
6% HV
650
100
12 ft
each
- Isolated signal with
random arrivals, AT-3
- No residual demand delay
11 ft
each
- No bicycles or pedestrians
Bus stop
5 stops/hr
P
C = 60 sec
Lost time = 3.5 sec/
7550
2% HV
-
G=42
Y=4
G=10; Y=4
G=8
Y=4
G=30
Y=4
Φ1
Φ2
ФЗ
Assume the intersection is located at Central Business District (CBD)
Assume that both the streets are located on level grades, i.e. G = 0
Assume a PHF = 0.95
Assume random arrival i.e. AT-3
Assume that the intersection is isolated and signal is pre-timed
Transcribed Image Text:For the geometric characteristics, traffic conditions (traffic volumes are in vehicles per hour) and signal timing shown below, complete parts A through E for the Northbound and Eastbound approaches. A. Adjust the volumes. B. Find the saturation flow rate. C. Find the degree of saturation. D. Find the theoretical delay for each movement. E. Find the theoretical delay and LOS for the EB and NB approaches. Bus stop 5 stops/hr $12 ft teach 6% HV 400 6% HV 650 100 12 ft each - Isolated signal with random arrivals, AT-3 - No residual demand delay 11 ft each - No bicycles or pedestrians Bus stop 5 stops/hr P C = 60 sec Lost time = 3.5 sec/ 7550 2% HV - G=42 Y=4 G=10; Y=4 G=8 Y=4 G=30 Y=4 Φ1 Φ2 ФЗ Assume the intersection is located at Central Business District (CBD) Assume that both the streets are located on level grades, i.e. G = 0 Assume a PHF = 0.95 Assume random arrival i.e. AT-3 Assume that the intersection is isolated and signal is pre-timed
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