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During the pavement design process of a new 4-lane highway, the following data w

ID: 1714613 • Letter: D

Question

During the pavement design process of a new 4-lane highway, the following data were predicted:

Average Annual Daily Traffic (both directions) = 9,000

Trucks as percentage of AADT = 20

Directional split of traffic = 50/50

Lane Distribution = 2/3 of truck traffic use the design lane

The truck axle load distribution was obtained from a similar existing highway as follows:

If the average number of axles per truck on the existing highway is 3.1, determine the total ESAL in the design lane of the new highway during the first year assuming that ESAL per truck is the same for both highways.

Single Axles 16 18 20 Tandem Axles 30 32 34 1,800 1,500 700 0.6 1.5 1,200 1,000 800

Explanation / Answer

The following equation would give the ESAL as :

ESAL = Tf T 365 GDLY

Where Tf is truck factor and is given as product of average number of truck axles and summation of equivalent axle load factor and percentage of repetitions

G is growth factor and is given as G= (1+g)^n -1 /g

Assuming growth rate of traffic at 5% per annum , g= 0.05

Thus for 1 year G = 1

T is annual truck traffic in ADT = 9000*0.2 = 1800

D is directional distribution factor which given above is 0.5

L is lane distribution factor given above as 2/3

Y is design period which is 1 as ESAL required during first year

Truck factor Tf for the given problem is :

Tf = (((1800*0.6)+(1500*1)+(700*1.5)+(1200*1.1)+(1000*1.4)+(800*1.8))/7000)*100*3.1 = 344.985

Thus ESAL = 344.985*1800*365*1*0.5*(2/3)*1=75551715