Using the following trip distribution matrix and road network: a) Identify the minimum path between each TAZ pair. b) Estimate the traffic flow on each link. 7.5 min 5.3 min 6 min 12 min 3 6. Figure 3. Road Network Table 17. O-D Matrix O-D 1 4 6. 7 1 13000 2150 4465 1340 950 1287 2167 1400 5200 1040 930 520 1600 7200 4800 650 1040 235 4 960 7837 1600 2679 2100 954 1456 5370 990 10500 5800 4000 6. 800 3400 720 4964 3800 3000 660 1843 180 2150 2600 3874 3.8 min 9 min 7.5 min 4.5 min 7.5 min 11.3 min 6 min 9 min
Using the following trip distribution matrix and road network: a) Identify the minimum path between each TAZ pair. b) Estimate the traffic flow on each link. 7.5 min 5.3 min 6 min 12 min 3 6. Figure 3. Road Network Table 17. O-D Matrix O-D 1 4 6. 7 1 13000 2150 4465 1340 950 1287 2167 1400 5200 1040 930 520 1600 7200 4800 650 1040 235 4 960 7837 1600 2679 2100 954 1456 5370 990 10500 5800 4000 6. 800 3400 720 4964 3800 3000 660 1843 180 2150 2600 3874 3.8 min 9 min 7.5 min 4.5 min 7.5 min 11.3 min 6 min 9 min
Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter8: Intersection Control
Section: Chapter Questions
Problem 8P
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Using the following trip distribution matrix and road network:
a) Identify the minimum path between each TAZ pair.
b) Estimate the traffic flow on each link
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