Q2: A highway of 50 km length, it is required to be paved 8 cm wearing course layer. 12 m width. Determine thequantity by weight of each of aggregate and asphalt if the specific gravity of mixture is 2.325. (Optimum asphaltcontent 5%)Sieve size (inch)% ½ 3/8 % No.4 No.30 No.20060 40Passing by weight (%) 100% 95 80Neglect asphalt absorption03. The acquiste mix used for th+an a206Sure cons of 127 51% fine

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Answered: Q2: A highway of 50 km length, it is…

Traffic and Highway Engineering

5th Edition

ISBN:9781305156241

Author:Garber, Nicholas J.

Publisher:Garber, Nicholas J.

Chapter18: Bituminous Materials

Section: Chapter Questions

Problem 12P

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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…
What is temperature susceptibility of asphalt? Are soft asphalts used in hot or cold climates?
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