Please solve fast (7) The traffic projection for a new pavement of a two-lane rural dual carriageway isas follows:Design period = 25 yearsAADT in current year = 5000 vehicles per dayDirection factor = 0.5Percent of heavy vehicles = 6%Annual traffic growth = 6%Damage index: ESA/HVAG = 0.75; SAR5/HVAG = 0.95; SAR7/HVAG = 1.65;SAR12/HVAG = 19.65.Table 2 Traffic load distributionSAST SADT TAST TADT TRDT0.21Load (kN)700.120.310.180.21800.340.290.210.480.41900.450.590.480.340.38Proportion of each axle group 0.136 0.294 0.315 0.103 0.152(a) Calculate the average number of axle groups per heavy vehicle NHVAG using thedata in the Table.(b) Calculate the design traffic in HVAG (NDT).(c) Calculate the design traffic in ESA, SAR5, SAR7 and SAR12.

According To given Data Design period = 25 years AADT in current year=5000 vehicles per day…

(7) The traffic projection for a new pavement of a two-lane rural dual carriageway is as follows: Design period = 25 years AADT in current year = 5000 vehicles per day Direction factor = 0.5 Percent of heavy vehicles = 6% Annual traffic growth = 6% Damage index: ESA/HVAG = 0.75; SAR5/HVAG = 0.95; SAR7/HVAG = 1.65; SAR12/HVAG = 19.65. %3D %3D

(7) The traffic projection for a new pavement of a two-lane rural dual carriageway is as follows: Design period = 25 years AADT in current year = 5000 vehicles per day Direction factor = 0.5 Percent of heavy vehicles = 6% Annual traffic growth = 6% Damage index: ESA/HVAG = 0.75; SAR5/HVAG = 0.95; SAR7/HVAG = 1.65; SAR12/HVAG = 19.65. %3D %3D

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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