Based on the data in Table P9.32, determine the design binder content for aSuperpave mix design for a 15 million ESAL. Assume a 12.5 mm nominalmaximum aggregate size. TABLE P9.32Binder Content (%)Data5.56.06.57.0Gmb2.4412.4552.4692.351Gmm2.5582.5382.5182.5791.0251.0251.0251.025P,94.594.093.593.0Pa4.54.54.54.5G3b2.7052.7052.7052.705hini131131128129hdes112113116115

Pavement design: In-pavement there two types of pavements are there, one is Rigid pavement and the…

Answered: TABLE P9.32 Binder Content (%) Data 5.5…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Based on the data in Table P9.32, determine the design binder content for a
Superpave mix design for a 15 million ESAL. Assume a 12.5 mm nominal
maximum aggregate size.

TABLE P9.32
Binder Content (%)
Data
5.5
6.0
6.5
7.0
Gmb
2.441
2.455
2.469
2.351
Gmm
2.558
2.538
2.518
2.579
1.025
1.025
1.025
1.025
P,
94.5
94.0
93.5
93.0
Pa
4.5
4.5
4.5
4.5
G3b
2.705
2.705
2.705
2.705
hini
131
131
128
129
hdes
112
113
116
115

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