GTQ Lab Report 1
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GTQ342NMML FALL 2019
September 24
th
, 2019
Mr. Ali Yeganeh c/o Seneca College, Newnham Campus
1750 Finch Avenue East
Toronto, Ont. M2J 2X5
Dear Mr. Yeganeh,
Sieve Analysis Test
An analysis of the dry sieve procedure was performed on two soil samples (BOH101-SS2 and BOH101-SS3)
that we received from Seneca College on September 17
th
, 2019. The report was completed on September 22
nd
, 2019.
Seneca College provided 2 soil samples already air cooled and dried. Samples consisted of gravel, sand and silt/clay particles. Soil samples did not contain more that 5% fines. Therefore, no further testing is required. The provided samples were carefully examined and its grain size distribution (gradation) was determined. Detailed documentation for this lab report is appended to this letter.
GTQ342NMML FALL 2019
Lab Report No. 1
SIEVE ANALYSIS TEST Date:
September 24
th
, 2019.
GTQ342NMML FALL 2019
Lab Report No. 1
SIEVE ANALYSIS TEST Purpose
The purpose of this analysis is to explore the relationship between a soil’s “grain size” and “percent passing” and analyze the grain size distribution curve using a prepared laboratory soil sample. Procedure
1.
Measure and analyze 2 different samples for this analysis. 2.
For this analysis, we obtained 247.7g of soil sample SS2
and 200.5g of soil sample SS3.
3.
Pour the soil sample into the pre stacked sieve nest (largest to smallest). 4.
Place the sample and sieve stack into the sieve shaker machine, secure the stack within shaker’s frame and shake for approximately 3 minutes. 5.
Obtain the cumulative mass retained on each individual sieve and base pan. 6.
Determine “percent passing” each sieve. 7.
Hand plot the grain size distribution curve using recorded and calculated data. 8.
Determined the percentages of Gravel, Sand and Fines. 9.
Determine D
10
, D
30
, D
60
, C
u
and C
c
values.
10. Classify the soil samples according to USCS (MTO).
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