TABLE P9.33 Blend Data 1 2 3 Gmb 2.457 2.441 2.477 Gmm 2.598 2.558 2.664 Gp 1.025 1.025 1.025 5.9 5.7 6.2 94.1 94.3 93.8 Ра 4.5 4.5 4.5 G,b 2.692 2.688 2.665 Hini 125 131 125 Haes 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 1.025 1.025 1.025 1.025 Pg 94.6 94.1 93.6 93.1 Pa 4.5 4.5 4.5 4.5 Gsb 2.688 2.688 2.688 2.688 hini 125 131 126 130 haes 115 118 114 112

TABLE P9.33 Blend Data 1 2 3 Gmb 2.457 2.441 2.477 Gmm 2.598 2.558 2.664 Gp 1.025 1.025 1.025 5.9 5.7 6.2 94.1 94.3 93.8 Ра 4.5 4.5 4.5 G,b 2.692 2.688 2.665 Hini 125 131 125 Haes 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 1.025 1.025 1.025 1.025 Pg 94.6 94.1 93.6 93.1 Pa 4.5 4.5 4.5 4.5 Gsb 2.688 2.688 2.688 2.688 hini 125 131 126 130 haes 115 118 114 112

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

Given the data in Table P9.33, 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 size.

TABLE P9.33
Blend
Data
1
2
3
Gmb
2.457
2.441
2.477
Gmm
2.598
2.558
2.664
Gp
1.025
1.025
1.025
5.9
5.7
6.2
94.1
94.3
93.8
Ра
4.5
4.5
4.5
G,b
2.692
2.688
2.665
Hini
125
131
125
Haes
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
1.025
1.025
1.025
1.025
Pg
94.6
94.1
93.6
93.1
Pa
4.5
4.5
4.5
4.5
Gsb
2.688
2.688
2.688
2.688
hini
125
131
126
130
haes
115
118
114
112

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