Sieve 1. A 500gram sample of fine aggregates was sieved. Determine FM 3/8" #4 #8 # 16 # 30 # 50 # 100 Pan Amount Retained on (gr) 0 40 70 105 115 125 30 15 Amount Retained on (%) % Cumulative Retained on

Sieve 1. A 500gram sample of fine aggregates was sieved. Determine FM 3/8" #4 #8 # 16 # 30 # 50 # 100 Pan Amount Retained on (gr) 0 40 70 105 115 125 30 15 Amount Retained on (%) % Cumulative Retained on

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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Question

100%

Sieve
1. A 500gram sample of fine aggregates was sieved. Determine FM
3/8"
#4
#8
# 16
# 30
# 50
# 100
Pan
Amount Retained on
(gr)
0
40
70
105
115
125
30
15
Amount Retained on
(%)
% Cumulative Retained
on

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The following information is available from a specific gravity test on fine aggregate: wt of SSD sand = 509 g wt of pycnometer plus sand plus water = 2665g wt of pycnometer plus water = 2329 g wt of oven dry sand = 491 g Calculate the bulk specific gravity (SSD), bulk specific gravity, apparent specific gravity, and absorption (dry) of the material.
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