31.91*10^6) R=95%, So =0.3, Cd 1.0 J = 3.2, k 130, Ec = 5*10 lb/in.2 Sic =650 lb/in^2, Pt -2.5 Pi 4.5
31.91*10^6) R=95%, So =0.3, Cd 1.0 J = 3.2, k 130, Ec = 5*10 lb/in.2 Sic =650 lb/in^2, Pt -2.5 Pi 4.5
Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter20: Design Of Rigid Pavements
Section: Chapter Questions
Problem 17P
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![Using the AASHTO design the procedure, determine the minimum depth of concrete pavement required for the design period of 20 years. (Assume Total ESAL =
31.91*10^6)
R=95%, So -0.3,
Cd = 1.0
J=3.2,
k- 130,
Ec = 5*10 lb/in.2
Sic =650 lb/in^2,
Pt -2.5
Pi 4.5
Select one:
a. Around 12 in
b. around 9 in
C. around 13in
d. around 7 in](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ffdbc4f03-56bf-4a4e-bade-2b14cf106dec%2F4210e28c-a881-4ddb-8ea2-bc95da38b492%2Fbcpz0a5_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Using the AASHTO design the procedure, determine the minimum depth of concrete pavement required for the design period of 20 years. (Assume Total ESAL =
31.91*10^6)
R=95%, So -0.3,
Cd = 1.0
J=3.2,
k- 130,
Ec = 5*10 lb/in.2
Sic =650 lb/in^2,
Pt -2.5
Pi 4.5
Select one:
a. Around 12 in
b. around 9 in
C. around 13in
d. around 7 in
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