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

Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter3: Characteristics Of The Driver, The Pedestrian, The Bicyclist, The Vehicle, and The Road
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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.
Transcribed Image Text: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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ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning