HomeMy WebLinkAboutSieve Soils Analysis down cape engineering, inc.SIEVE SOILS ANALYSIS 59 NORTH DENNIS RD S.YARMOUTH, MA
DATE OF REPORT: 5/7/19
.JOB : GRAIN SIZE ANALYSIS-SIEVE TEST RECEIVED
SITE: 59 NORTH DENNIS ROAD, SOUTH YARMOUTH
LOCATION: DCE TEST HOLE MAY 1 6!019
HEALTH DEPT.
SIEVE ANALYSIS Weight Sample(Grams): 126.3
SIZE WEIGHT RETAINED % RETAINED % PASSED
(sum)
1" 0.0 0.0% 100.0%
I,
3/4" 0.0 0.0% 100.0%
1/2" 0.0 0.0% 100.0%
3/8" 0.0 0.0% 100.0%
#4
F 0.0} 0.0% 100.0%#10 0.9 0.7%y 99.3%
#20
h 9.9 7.8% 92.2%
#40 37.0 29.3%-, 70.7%
#50 58.3 46.2% 53.8%
#80 86.4 68.4% 31.6%
#10097.8 77.4% 22.6%
#200 N 116.4 92.2%¢ 7.8%
PAN: i 125.6 100.0% 0.0%
F .- -
SAMPLE: I 126.3:
NOTE:TEST ON PASSING#4 ONLY, 0.0% RETAINED ON#4<45%O.K.
RESULTS:
SOIL CLASSIFIED AS AASHTO A-3(FINE SAND)(UNCOMPACTED)
PERCENTAGE OF MATERIAL PASSING#4 SIEVE:
#4 100% (TEST ONLY MATERIAL PASSING#4) OK
#5010%-100% OK
#100 0%-20% DOES NOT MEET
#200 0%-5% DOES NOT MEET
DOES NOT MEET TITLE 5 FILL SPECIFICATION
>92%SAND
RESULTS: PERMEABLE MATERIAL-CLASS I<5 MINJIN. MATERIAL .�
NONCOMPACTED vvk OF'uA3
SOIL DESCRIPTION: FINE SAND TRACE OF SILT 4o�S DANIEI_AA <-
8 OJALA �+
y,° CIVIL '^6
No. •
4650 A
Q
F ay.'.
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