Given the data in Table P9.33, select the blend and the design binder contentfor a Superpave design aggregate structure for a 5 million ESAL and a 19 mmnominal maximum aggregate size. TABLE P9.33BlendData123Gmb2.4572.4412.477Gmm2.5982.5582.664Gp1.0251.0251.0255.95.76.294.194.393.8Ра4.54.54.5G,b2.6922.6882.665Hini125131125Haes115118115Binder Content (%)Data5.45.96.46.9Gmb2.3512.4412.4552.469Gmm2.5702.5582.5302.5101.0251.0251.0251.025Pg94.694.193.693.1Pa4.54.54.54.5Gsb2.6882.6882.6882.688hini125131126130haes115118114112

Given:- 5 million ESAL and a 19 mm nominal maximum aggregate size To find:- design binder content

Answered: TABLE P9.33 Blend Data 1 2 3 Gmb 2.457…

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 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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