Sieve Analysis of Fine Aggregates)Students have gathered data for sieve analysis of the following aggregates. From thedata gathered, determine the percentage passing of each size and draw the grainsize curve. Also compute the fineness modulus of the aggregate sample.Sieve SizeAmount retained, g1"4"376.7888.4506.21038.4½"3/8"No. 4No. 8No. 16No. 30900.1891.5712.6625.2581.5No. 50No. 100No. 200242.9Pan44.9

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Sieve Analysis of Fine Aggregates) Students have gathered data for sieve analysis of the following aggregates. Fro data gathered, determine the percentage passing of each size and draw the gra size curve. Also compute the fineness modulus of the aggregate sample. Sieve Size Amount retained, g 1" 4" 376.7 888.4 506.2 1038.4 ½" 3/8" No. 4 No. 8 900.1 891.5 712.6 625.2 581.5 242.9 No. 16 No. 30 No. 50 No. 100 No. 200 Dan

Sieve Analysis of Fine Aggregates) Students have gathered data for sieve analysis of the following aggregates. Fro data gathered, determine the percentage passing of each size and draw the gra size curve. Also compute the fineness modulus of the aggregate sample. Sieve Size Amount retained, g 1" 4" 376.7 888.4 506.2 1038.4 ½" 3/8" No. 4 No. 8 900.1 891.5 712.6 625.2 581.5 242.9 No. 16 No. 30 No. 50 No. 100 No. 200 Dan

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

Sieve Analysis of Fine Aggregates)
Students have gathered data for sieve analysis of the following aggregates. From the
data gathered, determine the percentage passing of each size and draw the grain
size curve. Also compute the fineness modulus of the aggregate sample.
Sieve Size
Amount retained, g
1"
4"
376.7
888.4
506.2
1038.4
½"
3/8"
No. 4
No. 8
No. 16
No. 30
900.1
891.5
712.6
625.2
581.5
No. 50
No. 100
No. 200
242.9
Pan
44.9

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Samples of coarse aggregate from a stockpileare brought to the laboratory for determination of specific gravities. Thefollowing weights are found: (5 points) 1. Mass of moist aggregate sample as broughtto the laboratory: 5,298 g 2. Mass of oven dried aggregate: 5,216 g 3. Mass of aggregates submerged in water:3,295 g 4. Mass of SSD (Saturated Surface Dry)Aggregate: 5,227 g Find 1. The aggregate bulk dry specific gravity 2. The aggregate apparent specific gravity 3. Absorption (report as percent)
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5.14 Coarse aggregate is placed in a rigid bucket and rodded with a tamping rod to determine its unit weight. The following data are obtained: Volume of bucket = ¹/2 ft³ Weight of empty bucket = 20.3 lb Weight of bucket filled with dry rodded coarse aggregate: Trial 176.6 lb Trial 275.1 lb Questions and Problems 217 Trial 3 78.8 lb a. Calculate the average dry-rodded unit weight b. If the bulk dry specific gravity of the aggregate is 2.620, calculate the percent voids between aggregate particles for each trial.
2. A sample of fine aggregate weighs 501.2 g when SSD and 491.6 g when OD. The flask weighs 540.6 g when filled with water and 843.1 g when filled with the aggregate sample and water. Calculate the bulk specific gravity, apparent specific gravity and percent absorption.
The following table provides data obtained during a specific gravity and absorption test on coarse aggregate. Using the data, determine the a) apparent bulk specific gravity, b) bulk SSD specific gravity, and c) absorption of the coarse aggregate.
Void Content—Calculate the void content in the aggregate using the bulk densitydetermined by either the rodding, jigging or shoveling procedure, as follows:
please quickly thanks !
(c) Table 1 shows the mass of fine aggregates used to conduct a specific gravity test. Calculate the; i) Dry bulk specific gravity ii) SSD bulk specific gravity i) Apparent specific gravity iv) Aggregate absorption. Table 1 Mass of Aggregate 600 g SSD Mass of Aggregate 589 g Mass of pycnometer with water 710 g Mass of pycnometer with water and aggregate 1090 g Mass of aggregate at cool temperature 498 g