Given the data in Table , select the blend and the design binder content for a Superpave design aggregate structure for a 5 million ESAL and a 19 mm nominal maximum aggregate Data23Gmb2.4572.4412.477Gmm2.5982.5582.664Gь1.0251.0251.025P,5.95.76.2P394.194.393.8Pd4.54.54.5Ggb2.6922.6882.665Hini125131125Наes115118115 Binder Content (%)Data5.45.96.46.9Gmb2.3512.4412.4552.469Gmm2.5702.5582.5302.510Gb1.0251.0251.0251.025Ps94.694.193.693.1Pd4.54.54.54.5Gsb2.6882.6882.6882.688131126130hini125118114112hdes115

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Answered: Data 2 3 Gmb 2.457 2.441 2.477 Gmm…

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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Given the data in Table , select the blend and the design binder content for a Superpave design aggregate structure for a 5 million ESAL and a 19 mm nominal maximum aggregate

Data
2
3
Gmb
2.457
2.441
2.477
Gmm
2.598
2.558
2.664
Gь
1.025
1.025
1.025
P,
5.9
5.7
6.2
P3
94.1
94.3
93.8
Pd
4.5
4.5
4.5
Ggb
2.692
2.688
2.665
Hini
125
131
125
Наes
115
118
115

Binder Content (%)
Data
5.4
5.9
6.4
6.9
Gmb
2.351
2.441
2.455
2.469
Gmm
2.570
2.558
2.530
2.510
Gb
1.025
1.025
1.025
1.025
Ps
94.6
94.1
93.6
93.1
Pd
4.5
4.5
4.5
4.5
Gsb
2.688
2.688
2.688
2.688
131
126
130
hini
125
118
114
112
hdes
115

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