A pavement is subjected to the single-axle loads shown in the table below. Determine the ESAL for a design period of 20 years using AASHTO EALF and assuming a growth rate of 4%

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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● Example
A pavement is subjected to the single-axle loads shown in the table below. Determine the ESAL
for a design period of 20 years using AASHTO EALF and assuming a growth rate of 4%
Solution
Axle
load
(kip)
12
14
16
18
Number
per day
200.0
117.4
84.5
61.4
Axle load
(kip)
20
22
24
26
Number
per day
ESAL= (ADT), (T) (T) (365) (G) (D) (L)
47.2
21.4
129
6.1
Axle load
(kip)
28
30
32
34
Number
per day
2.9
1.2
2100
0.7
0.3
Transcribed Image Text:● Example A pavement is subjected to the single-axle loads shown in the table below. Determine the ESAL for a design period of 20 years using AASHTO EALF and assuming a growth rate of 4% Solution Axle load (kip) 12 14 16 18 Number per day 200.0 117.4 84.5 61.4 Axle load (kip) 20 22 24 26 Number per day ESAL= (ADT), (T) (T) (365) (G) (D) (L) 47.2 21.4 129 6.1 Axle load (kip) 28 30 32 34 Number per day 2.9 1.2 2100 0.7 0.3
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