highway laboratory Marshall Mix Designdrawing relationship between1- bitumen and stability2- bitumen and unit weight3- bitumen and Air voids Marshal Test ResultsAsphalt Content | Unit Weight(%)3.5Stability(KN)13.25FlowAir VoidsVoids Filled With(gm/cm³)2.378(mm)2.2(%)5.63Asphalt (%)544.02.39314.002.734.36644.52.40013.253.543.5725.02.40312.454.462.52805.52.40011.406.071.9286Table (8-3) SORB specificationsPropertyWearing CourseBinder CourseBase Course> 8 KN(2 - 4) mm(3 - 5) %(70 - 85) %> 7 KN(2 - 4) mm(3 - 7) %(60 - 80) %> 5 KN(2 - 5) mm(3 - 7) %StabilityFlow% V.T.M.% V.F.B.Note:VTM = Air Voids (%) = VaVFB = Voids Filled With Asphalt (Bitumen) = VFA

The Marshall stability test provides the design and test values for the highway or any bitumen road…

Marshal Test Results Stability (KN) 13.25 Flow Asphalt Content Unit Weight (gm/cm³) 2.378 Air Voids Voids Filled With (%) 3.5 (%) 5.63 Asphalt (%) |(mm) 2.2 2.73 3.54 54 4.0 2.393 14.00 4.36 64 4.5 2.400 13.25 3.5 72 5.0 2.403 12.45 4.46 2.52 80 5.5 2.400 11.40 6.07 1.92 86

Marshal Test Results Stability (KN) 13.25 Flow Asphalt Content Unit Weight (gm/cm³) 2.378 Air Voids Voids Filled With (%) 3.5 (%) 5.63 Asphalt (%) |(mm) 2.2 2.73 3.54 54 4.0 2.393 14.00 4.36 64 4.5 2.400 13.25 3.5 72 5.0 2.403 12.45 4.46 2.52 80 5.5 2.400 11.40 6.07 1.92 86

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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Similar questions

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