Q2)A- In a project, Tow asphalt base course samples was token after paver that have been designed byMarshall method Sample One made form of 51 % of Dolomite and the rest form limestone withbinder content 4.3% in sample Two, Limestone was used only with binder content 5 % as showedin the table below.Gab =LocationG(g/cmGb (g/cm³)If you know that G-1.03 g/cm³ and G Dolomite-2.72 g/cm³. G limestone-2.51 g/cm³ findWhich one will meet the specifications?Gre=.P₁+ P₂ +PP1+G₁P2.G₂UnGmm =FLFive FoVMA 100-Sample One.0+000 to 0+7502.52.4P1002Gmb PGabSample TwoG-GGre Gab0-750 to 1+4502.4442.35V₁=100-Gb.Gom GmbGmmPbe= Pb-P₁100.VFA==100 (VMA-V)VMA

To determine which sample meets the specifications, we need to calculate the bulk specific gravity…

- In a project, Tow asphalt base course samples was token after paver that have been designed by Marshall method Sample One made form of 51 % of Dolomite and the rest form limestone with binder content 4.3% in sample Two, Limestone was used only with binder content 5 % as showed in the table below. Sample One Sample Two Location G(g/cm Gb (g/cm³) If you know that G-1.03 g/cm³ and Ga Dolomite-2.72 g/cm³. G limestone-2.51 g/cm³ find Which one will meet the specifications? 0+000 to 0+750 2.5 2.4 0+750 to 1+450 2.444 2.35

- In a project, Tow asphalt base course samples was token after paver that have been designed by Marshall method Sample One made form of 51 % of Dolomite and the rest form limestone with binder content 4.3% in sample Two, Limestone was used only with binder content 5 % as showed in the table below. Sample One Sample Two Location G(g/cm Gb (g/cm³) If you know that G-1.03 g/cm³ and Ga Dolomite-2.72 g/cm³. G limestone-2.51 g/cm³ find Which one will meet the specifications? 0+000 to 0+750 2.5 2.4 0+750 to 1+450 2.444 2.35

Traffic and Highway Engineering

5th Edition

ISBN:9781305156241

Author:Garber, Nicholas J.

Publisher:Garber, Nicholas J.

Chapter18: Bituminous Materials

Section: Chapter Questions

Problem 5P: Given the specifications for an asphaltic concrete mixture and the results of a sieve analysis,...

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