Bکیرجوع )TELEGRAM2025 من 2025Q1DIn a Marshall Design procedure for an asphalt mixture, theweight of aggregate (W) is 1200.0 g. and the weight ofasphalt binder (W) is 76.0 g. The voids filled with asphalt(VFA) value is determined to be 73.0%, and the effectiveasphalt content by total weight of mixture (P) is found tobe 3.80%. If the bulk specific gravity of aggregate (G) is2.568, the specific gravity of asphalt binder (G)=1.030,and the density of water (y)-1.000 g/ cm', determine thefollowing properties of the asphalt mixture:3a. The absorbed asphalt binder content (P), percent byweight of aggregateb. 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 totalvolume of mixturee. The voids in total mixture (VTM), percent by total volumeof mixturef. The theoretical maximum specife gravity of the loosemixture (G)461720084000محمداليوم عند AM 10:57112411200112001124112010:58

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/cm³, determine the following properties of the asphalt mixture: 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 (Gm) 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

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/cm³, determine the following properties of the asphalt mixture: 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 (Gm) 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

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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asphalt The wearing coarse of an asphalt pavement is compacted to density of 2.395gm/cm³ using 5.5 asphalt content by weight of total mix (Gb=1.04). assuming that the absorbed asphalt equal to 0.8% by the weight of aggregate and the bulk specific gravity of combined aggregate =2.66. Determine if the compacted pavement is suitable for durability requirement or not?