TELEGRAM2022 من 2025رجوع )10:58B4Q1CIn a Marshall test, the percentage of asphalt binder bytotal weight of asphalt mixture is 4.8%. The bulkspecifc gravity of aggregate (G)-2.655, the specifcgravity of asphalt binder (G)-1.020, and the densityof water (y)-1.000 g/cm'. If the effective asphaltbinder content (Pb) is 2.50% by total weight ofmixture, and the voids in total mixture (VTM) is 4.0%by total volume of mixture, determine the followingproperties:a. The bulk specifc gravity of the compacted mixture(3)b. The absorbed asphalt (P)c. The voids in mineral aggregate (VMA)d. The voids filled with asphalt (VFA)Rمحمداليوم عند AM 10:57

Pb = 4.8%Gsb = 2.655Gb = 1.02Pbe = 2.5%VTM = 4%

In a Marshall test, the percentage of asphalt binder by total weight of asphalt mixture is 4.8%. The bulk specife gravity of aggregate (G)-2.655, the specife gravity of asphalt binder (G)-1.020, and the density of water (y)-1.000 g/cm'. If the effective asphalt binder content (P) is 2.50% by total weight of mixture, and the voids in total mixture (VTM) is 4.0% by total volume of mixture, determine the following properties: a The bulk specifc gravity of the compacted mixture 33 b. The absorbed asphalt (P) c. The voids in mineral aggregate (VMA) 4. The voids filled with asphalt (VFA)

In a Marshall test, the percentage of asphalt binder by total weight of asphalt mixture is 4.8%. The bulk specife gravity of aggregate (G)-2.655, the specife gravity of asphalt binder (G)-1.020, and the density of water (y)-1.000 g/cm'. If the effective asphalt binder content (P) is 2.50% by total weight of mixture, and the voids in total mixture (VTM) is 4.0% by total volume of mixture, determine the following properties: a The bulk specifc gravity of the compacted mixture 33 b. The absorbed asphalt (P) c. The voids in mineral aggregate (VMA) 4. The voids filled with asphalt (VFA)

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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B کی رجوع ) TELEGRAM 2025 من 2025 Q1D In a Marshall Design procedure for an asphalt mixture, the weight of aggregate (W) is 1200.0 g. and the weight of asphalt binder (W) is 76.0 g. The voids filled with asphalt (VFA) value is determined to be 73.0%, and the effective asphalt content by total weight of mixture (P) is found to be 3.80%. If the bulk specific gravity of aggregate (G) is 2.568, the specific gravity of asphalt binder (G)=1.030, and the density of water (y)-1.000 g/ cm', determine the following properties of the asphalt mixture: 3 a. The absorbed asphalt binder content (P), percent by weight of aggregate b. The effective specifc gravity of the aggregate (G) c. The bulk specife gravity of the compacted asphalt mixture (Gb) d. The voids in mineral aggregate (VMA), percent by total volume of mixture e. The voids in total mixture (VTM), percent by total volume of mixture f. The theoretical maximum specife gravity of the loose mixture (G) 46 17200 84000 محمد اليوم عند AM 10:57…
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Q: Write a brief note on role of marshall stability and flow values in asphalt mixtures. Subject: Geotechnical Engg
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