2.9.2 Given are sieve analysis results for materials to be blended for AC 14 mix along with therequired grading.i.Find the correct proportion for each aggregate stockpile to meet the requiredgrading for the proposed AC 14 mix.Calculate the specific gravity of the blended aggregates.ii.MaterialPercent Passing, %BS Sieve20.0 mm14.0 mm10.0 mm5.0 mm3.35 mm1.18 mm425 um150 um75 um10090807060504030201000.01AC 1410090 - 10076-8650 - 6240-5418-3412-246-144-80.10Stockpile ASG = 2.56510092.648.822.92.91.7000Stockpile BSG = 2.654% passing10010098.245.430.4126.72.301.00Sieve Size, mmStockpile CSG = 2.71410010010093.476.851.229.413.74.510.00Stockpile DSG = 3.20010010010010010010010098.488.9100.00

Given : As per PWD Malaysia code 2008, the gradation for AC 14 mix is 30% for stockpile A , 35%…

2.9.2 Given are sieve analysis results for materials to be blended for AC 14 mix required grading. i. Find the correct proportion for each aggregate stockpile to meet the r grading for the proposed AC 14 mix. ii. Calculate the specific gravity of the blended aggregates. Material BS Sieve 200 mm AC 14 100 Stockpile A SG = 2.565 100 Stockpile B SG = 2.654 % passing 100 Stockpile C SG = 2.714 100

2.9.2 Given are sieve analysis results for materials to be blended for AC 14 mix required grading. i. Find the correct proportion for each aggregate stockpile to meet the r grading for the proposed AC 14 mix. ii. Calculate the specific gravity of the blended aggregates. Material BS Sieve 200 mm AC 14 100 Stockpile A SG = 2.565 100 Stockpile B SG = 2.654 % passing 100 Stockpile C SG = 2.714 100

Traffic and Highway Engineering

5th Edition

ISBN:9781305156241

Author:Garber, Nicholas J.

Publisher:Garber, Nicholas J.

Chapter18: Bituminous Materials

Section: Chapter Questions

Problem 8P: Given four different types of aggregates to be used to produce a blended aggregate for use in the...

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