Based on the data shown in Table P9.31, select the blend for a Superpavedesign aggregate structure. Assume 60.3 million ESAL and 19 mm nominalmaximum aggregate size. TABLE P9.31BlendData13Gmb2.4512.4652.467Gmm2.5852.6542.5841.0301.0301.030P5.95.55.894.194.594.2Ра4.54.54.52.6572.6672.705Hini127135124Hdes113114118

Given:- 60.3 million19mm nominal maximum aggregate sizeTo find:-design aggregate structure

Answered: TABLE P9.31 Blend Data 1 3 Gmb 2.451…

TABLE P9.31 Blend Data 1 3 Gmb 2.451 2.465 2.467 Gmm 2.585 2.654 2.584 1.030 1.030 1.030 P 5.9 5.5 5.8 94.1 94.5 94.2 Ра 4.5 4.5 4.5 2.657 2.667 2.705 Hini 127 135 124 Hdes 113 114 118

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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Question

Based on the data shown in Table P9.31, select the blend for a Superpave
design aggregate structure. Assume 60.3 million ESAL and 19 mm nominal
maximum aggregate size.

TABLE P9.31
Blend
Data
1
3
Gmb
2.451
2.465
2.467
Gmm
2.585
2.654
2.584
1.030
1.030
1.030
P
5.9
5.5
5.8
94.1
94.5
94.2
Ра
4.5
4.5
4.5
2.657
2.667
2.705
Hini
127
135
124
Hdes
113
114
118

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