I really need help with this one. Please! 5.17 Calculate the sieve analysis of the following aggregate and plot on a semiloggradation paper. What is the maximum size? What is the nominal maximumsize?AmountCumulative Amount Cumulative PercentPercentSieve SizeRetained, gRetained, gRetainedPassing25 mm (1 in.)9.5 mm (3/8 in.)47.14.75 mm (No. 4)239.42.00 mm (No. 10)176.50.425 mm (No. 40)92.70.075 mm (No.200)73.5Pan9.6 GRAIN SIZE DISTRIBUTION GRAPH - AGGREGATE GRADATION CHART1. PROJECT2. DATESIEVE ANALY SIS - US STANDARD SIEVE SIZESSIZE (Inches)SIEVE NUMBERHYDRO METER ANALY SISS3 211/21/48163050801402 1/211/23/43/8410204060100200100901080207030604050504060307020801090100100502010520.50.20.10.050.020.010.0050.0020.001GRAIN SIZE IN MILLIMETERSCc(D»)2 /(Dea x D10)EXCAVATION NUMBERPICuSOIL DESCRIPTION/REMARKSCLASSIFICATION (USCS)SAMPLE NUMBERLLPL(Dea/D10)3. TECHNICIAN (Signature)4. PLOTTED BY (Signature)5. CHECKED BY (Signature)DD FORM 1207, DEC 1999PREVIO US EDITION IS OBS OLETE.Adobe Profe ssional 7.0ResetPERCENT PASSING

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5.17 Calculate the sieve analysis of the following aggregate and plot on a semilog gradation paper. What is the maximum size? What is the nominal maximum size?

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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I really need help with this one. Please!

5.17 Calculate the sieve analysis of the following aggregate and plot on a semilog
gradation paper. What is the maximum size? What is the nominal maximum
size?
Amount
Cumulative Amount Cumulative Percent
Percent
Sieve Size
Retained, g
Retained, g
Retained
Passing
25 mm (1 in.)
9.5 mm (3/8 in.)
47.1
4.75 mm (No. 4)
239.4
2.00 mm (No. 10)
176.5
0.425 mm (No. 40)
92.7
0.075 mm (No.200)
73.5
Pan
9.6

GRAIN SIZE DISTRIBUTION GRAPH - AGGREGATE GRADATION CHART
1. PROJECT
2. DATE
SIEVE ANALY SIS - US STANDARD SIEVE SIZES
SIZE (Inches)
SIEVE NUMBER
HYDRO METER ANALY SIS
S
3 2
1
1/2
1/4
8
16
30
50
80
140
2 1/2
11/2
3/4
3/8
4
10
20
40
60
100
200
100
90
10
80
20
70
30
60
40
50
50
40
60
30
70
20
80
10
90
100
100
50
20
10
5
2
0.5
0.2
0.1
0.05
0.02
0.01
0.005
0.002
0.001
GRAIN SIZE IN MILLIMETERS
Cc
(D»)2 /(Dea x D10)
EXCAVATION NUMBER
PI
Cu
SOIL DESCRIPTION/REMARKS
CLASSIFICATION (USCS)
SAMPLE NUMBER
LL
PL
(Dea/D10)
3. TECHNICIAN (Signature)
4. PLOTTED BY (Signature)
5. CHECKED BY (Signature)
DD FORM 1207, DEC 1999
PREVIO US EDITION IS OBS OLETE.
Adobe Profe ssional 7.0
Reset
PERCENT PASSING

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