Traffic flow in an urban section at the intersection of two highways in the design year are given below. Appr Left turning Straight ahead Right turning oach Cars Commer Scoot Cars Comm cial ers ercial Scoot Cars Comm ers ercial Scoot ers N 200 50 100 250 100 150 150 5 50 80 E 180 60 80 220 50 120 200 40 120 S 250 80 100 150 50 90 160 70 90 W 220 50 120 180 60 100 250 60 100 The highways at present intersect at right angles and have a carriageway width of 15 m. Design a rotary intersection making suitable assumptions. Prob: Traffic flow in an urban section at the intersection of twohighways in the design year are given below.Appr Left turningоachStraight aheadRight turningCars Commer Scoot Cars CommScoot Cars CommScootcialersercialersercialers150 50N200 5010025010015080E180 6080220 50120200 40120S250 8010015050901607090W220501201806010025060100The highways at present intersect at right angles and have acarriageway width of 15 m. Design a rotary intersection makingsuitable assumptions.

Assuming the PCUs values: The PCU for car=1 The PCU for commercial vehicle =2.8 The PCU for…

Answered: Traffic flow in an urban section at the…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Traffic flow in an urban section at the intersection of two highways in the design year are given below. Appr Left turning Straight ahead Right turning oach Cars Commer Scoot Cars Comm cial ers ercial Scoot Cars Comm ers ercial Scoot ers N 200 50 100 250 100 150 150 5 50 80 E 180 60 80 220 50 120 200 40 120 S 250 80 100 150 50 90 160 70 90 W 220 50 120 180 60 100 250 60 100 The highways at present intersect at right angles and have a carriageway width of 15 m. Design a rotary intersection making suitable assumptions.

Prob: Traffic flow in an urban section at the intersection of two
highways in the design year are given below.
Appr Left turning
оach
Straight ahead
Right turning
Cars Commer Scoot Cars Comm
Scoot Cars Comm
Scoot
cial
ers
ercial
ers
ercial
ers
150 50
N
200 50
100
250
100
150
80
E
180 60
80
220 50
120
200 40
120
S
250 80
100
150
50
90
160
70
90
W
220
50
120
180
60
100
250
60
100
The highways at present intersect at right angles and have a
carriageway width of 15 m. Design a rotary intersection making
suitable assumptions.

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