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

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
Transcribed Image Text: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
Transcribed Image Text: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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