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available data shown in Tables pute the desired Gradation (blend od. Total Géb, Gse „Pha and Phe accore

available data shown in Tables pute the desired Gradation (blend od. Total Géb, Gse „Pha and Phe accore

Structural Analysis
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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According to available data shown in Tables 2, calculate the following: a. Compute the desired Gradation (blend ratios of each fraction) using trial and error method. b. Find Total Gsb, Gse „Pba and Pbe according to asphalt Gb 1.015, Gmm-2.658 and Pb=4.5%. Tabłe 2: Aggregate Gradation Analysis Mid Specifications Limits Sieve Blend A Size (in) Gradation Limits 3/4" 100 100 100 100 1/2" 90 100 100 80-100 3/8" 59 100 100 70-90 No.4 16 96 100 50-70 No.8 3.2 82 100 35-50 No.30. 1.1 51 100 18-29 No.50 36 98 13-23 No.100 21 93 8-16 No.200 9.2 82 4-10 2.785 2.687 2.734 Note: Gse 100 x Gsb Gb GsbxGse Pmm Pb Pmm Gse Gmm Pba %3D %3D Ртт Pb Ps Pb Gmm Gb Gse Gb Pba xPs 100 Pbe = Pb
Transcribed Image Text:According to available data shown in Tables 2, calculate the following: a. Compute the desired Gradation (blend ratios of each fraction) using trial and error method. b. Find Total Gsb, Gse „Pba and Pbe according to asphalt Gb 1.015, Gmm-2.658 and Pb=4.5%. Tabłe 2: Aggregate Gradation Analysis Mid Specifications Limits Sieve Blend A Size (in) Gradation Limits 3/4" 100 100 100 100 1/2" 90 100 100 80-100 3/8" 59 100 100 70-90 No.4 16 96 100 50-70 No.8 3.2 82 100 35-50 No.30. 1.1 51 100 18-29 No.50 36 98 13-23 No.100 21 93 8-16 No.200 9.2 82 4-10 2.785 2.687 2.734 Note: Gse 100 x Gsb Gb GsbxGse Pmm Pb Pmm Gse Gmm Pba %3D %3D Ртт Pb Ps Pb Gmm Gb Gse Gb Pba xPs 100 Pbe = Pb
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