highway engineering please what the difference between this question and solve Q: Given the data below:Daily Traffic CountAxle Load (Kips)(2-аxle)2(3-аxle)22(4-аxle)40(5-аxle)50|(6-axle)50SN is 5, P;= 4.2,P, = 3,design life is 15 years,growth rate is 2.5%,lane distribution factor = 0.45, AADT = 1600Calculate the ESAT. Given the data below:Daily Traffic CountAxle Load (Kips)1000 (single axle cars)300 (single axle buses)120 (tandem axle trucks)100 (tandem axle trucks)50 (triple axle trucks)22405050SN is 5, P = 4.2,P; = 3,design life is 20 years,growth rate is 5%,lane distribution factor = 0.45EASLCalculate the !

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Q: Given the data below: Daily Traffic Count Axle Load (Kips) (2-axle) 2 (3-axle) 22 (4-axle) 40 |(5-axle) 50 (6-аxle) 50 SN is 5, P;= 4.2, P,= 3, lane distribution factor = 0.45, AADT = 1600 design life is 15 years, growth rate is 2.5%, Calculate the ESAT.

Q: Given the data below: Daily Traffic Count Axle Load (Kips) (2-axle) 2 (3-axle) 22 (4-axle) 40 |(5-axle) 50 (6-аxle) 50 SN is 5, P;= 4.2, P,= 3, lane distribution factor = 0.45, AADT = 1600 design life is 15 years, growth rate is 2.5%, Calculate the ESAT.

Traffic and Highway Engineering

5th Edition

ISBN:9781305156241

Author:Garber, Nicholas J.

Publisher:Garber, Nicholas J.

Chapter13: Evaluating Transportation Alternatives

Section: Chapter Questions

Problem 24P

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Concept explainers

Design of pavements

Pavement is a structure that is made up of different layers such as sub-base course layer, base course layer, binder course, and a surface course formed with different materials such as gravel, above the subgrade soil constructed to act as a path or carriageway enabling the movement of vehicles. The surface of the pavement should possess characteristics such as adequate friction, light reflection, and drainage. The pavements are classified based on structural design into rigid pavements, flexible pavements, composite pavements, and unpaved pavements. The process of determining a suitable pavement type, its constituent layers, and its thickness is called pavement design.

Question

highway engineering

please what the difference between this question and solve

Q: Given the data below:
Daily Traffic Count
Axle Load (Kips)
(2-аxle)
2
(3-аxle)
22
(4-аxle)
40
(5-аxle)
50
|(6-axle)
50
SN is 5, P;= 4.2,
P, = 3,
design life is 15 years,
growth rate is 2.5%,
lane distribution factor = 0.45, AADT = 1600
Calculate the ESAT.

Given the data below:
Daily Traffic Count
Axle Load (Kips)
1000 (single axle cars)
300 (single axle buses)
120 (tandem axle trucks)
100 (tandem axle trucks)
50 (triple axle trucks)
22
40
50
50
SN is 5, P = 4.2,
P; = 3,
design life is 20 years,
growth rate is 5%,
lane distribution factor = 0.45
EASL
Calculate the !

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