he details of a 12-hour volume study for a 4-leg road junction are tabulated below. The N-S major road has two through lanes on each approach while the E-W minor road has one through lane on each approach. Examine the fulfilment of traffic signal Warrants 1 (Condition B) using the .MUTCD 2009 standards Major Rd. (Total | Minor Rd. (Higher Start of approaches) approach) .a O W1B is not met .b o W1B is met

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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The details of a 12-hour volume study for a 4-leg road junction are tabulated below. The N-S major road has two through lanes on each approach while the E-W minor road has one through lane on each approach. Examine the fulfilment of traffic signal Warrants 1 (Condition B) using the .MUTCD 2009 standards Major Rd. (Total | Minor Rd. (Higher Start of approaches) approach) .a O W1B is not met .b o W1B is met
The details of a 12-hour volume study for a
4-leg road junction are tabulated below.
The N-S major road has two through lanes
on each approach while the E-W minor
road has one through lane on each
approach. Examine the fulfilment of traffic
signal Warrants 1 (Condition B) using the
.MUTCD 2009 standards
Major Rd. (Total Minor Rd. (Higher
of approaches)
Hour
Start
approach)
Hr 1
734
98
Hr 2
880
122
Hr 3
850
120
Hr 4
955
100
Hr 5
941
105
Hr 6
915
95
Hr 7
1040
140
Hr 8
1010
150
Hr 9
790
156
.a
W1B is not met
.b
W1B is met
Transcribed Image Text:The details of a 12-hour volume study for a 4-leg road junction are tabulated below. The N-S major road has two through lanes on each approach while the E-W minor road has one through lane on each approach. Examine the fulfilment of traffic signal Warrants 1 (Condition B) using the .MUTCD 2009 standards Major Rd. (Total Minor Rd. (Higher of approaches) Hour Start approach) Hr 1 734 98 Hr 2 880 122 Hr 3 850 120 Hr 4 955 100 Hr 5 941 105 Hr 6 915 95 Hr 7 1040 140 Hr 8 1010 150 Hr 9 790 156 .a W1B is not met .b W1B is met
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