Infrastructure Design
Bituminous Surfacing
The bituminous surfacing required is 30 mm
AADT from question – 4500
HV = 11%
DF = 1,LD =1,DESIGN PERIOD = 20 years
CBR subgrade = 2
HVAG – AASDT X HV X DF X LD X 365 X CGF X NHVAG = 4.6 X 10^5
DESA = HVAG X ESA = 4.2 X 10 ^5
Total thickness required for the material with CBR 3% is 400 mm
To evaluate the material required to produce 400 mm thickness consider the …
Infrastructure Design
The aim of data model is to support the use of irregular roads on two-lane, rural roads with minimal crossing opportunities. The analysis indicates that the length of the crossing lane is interrelated with the interval between crossing lanes with two main parameters. Opportunities for passing are modelled upon declining traffic. Moreover, the wait benefits rise as ADT increases. Increased truck percentage causes more dela…
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