pav ndex once operational must be 4.2, and is projected to reliability for design is 95% with an overall standard de thickness of subbase required in inches (whole numb

Structural Analysis
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Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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subject: highway engineeringm complete solution

Daily traffic amount and axle weights
Daily amount
Vehicle group
Axle type
Axle weight
of passes
Light vehicles
|15,000
Two identical single axles
2,000 lb
Steering, single axle
14,000 lb
Single unit trucks
|1,000
Drive, tandem axle
22,000 lb
Steering, single axle
10,000 lb
Tractor semi-trailer
trucks
350
Drive, tandem axle
20,000 lb
Tractor, triple axle
46,000 lb
Transcribed Image Text:Daily traffic amount and axle weights Daily amount Vehicle group Axle type Axle weight of passes Light vehicles |15,000 Two identical single axles 2,000 lb Steering, single axle 14,000 lb Single unit trucks |1,000 Drive, tandem axle 22,000 lb Steering, single axle 10,000 lb Tractor semi-trailer trucks 350 Drive, tandem axle 20,000 lb Tractor, triple axle 46,000 lb
Question 1.) You've been tasked to design a flexible pavement. The pavement
serviceability index once operational must be 4.2, and is projected to decline to 2.5 in
ten years. The reliability for design is 95% with an overall standard deviation of 0.45.
Determine the thickness of subbase required in inches (whole numb
Subgrade and Pavement layer properties
Drainage
Coefficient, M;
Layer
Thickness, D;
Material
Wearing Surface
4 in
Hot mix asphalt
Not applicable
Base
6 in
Soil cement
0.94
Subbase
To be determined
Crushed stone
1.0
Subgrade
Soil resilient modulus: 15,000 psi
Transcribed Image Text:Question 1.) You've been tasked to design a flexible pavement. The pavement serviceability index once operational must be 4.2, and is projected to decline to 2.5 in ten years. The reliability for design is 95% with an overall standard deviation of 0.45. Determine the thickness of subbase required in inches (whole numb Subgrade and Pavement layer properties Drainage Coefficient, M; Layer Thickness, D; Material Wearing Surface 4 in Hot mix asphalt Not applicable Base 6 in Soil cement 0.94 Subbase To be determined Crushed stone 1.0 Subgrade Soil resilient modulus: 15,000 psi
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