sieve analysis waste water pond
DESCRIPTION
Sieve AnalysisTRANSCRIPT
CONSULTANT CLIENT CONTRACTOR
Uch II Power (Pvt.) Ltd.
D.M. Jamali Nasirabad
Description of Material: Natural Soil Sample
Sourse: Water Pound
Location/RD. North Side Bed
Wt. of Dry Sample. gm Date 8/7/2015
ASTM SIEVE NO.Retained Wt. Retained Wt. Retained Passing Specification Limits
REMARKSIndividual CUM. % % FROM TO
GR
AV
EL
CO
UR
SE
2 1/2" 63.5
2" 50
1 1/2" 38.1
1" 25
3/4" 19
FIN
E
1/2" 12.5
3/8" 9.5
#4 4.75 4.3 0.9 99.1
SA
ND C
OU
RS
E
#8 2.360
#10 2.000 11.7 2.3 97.7
#16 1.180
#30 0.600
#40 0.425 21.2 4.2 95.8
ME
DIU
M #50 0.300
#80 0.180
#100 0.150SILT,CLAY #200 0.075 56.6 11.3 88.7
Before Washing 4# Passing Sample 500.0 gm
Contractor Consultant
SIZE(m
m)
3/8" 4# 16# 50# 100# 200#05
101520253035404550556065707580859095
100
Sieve Size
Pass
ing
%
____________________ ________________________ ___________________ _____________________Lab Tech Material Engineer Lab Tech Material Engineer
CONSULTANT CLIENT
Uch II Power (Pvt.) Ltd.
D.M. Jamali Nasirabad
Sieve Analyses Description of Material: Natural Soil Sample
Sourse: Water Pound
Location/RD. North Side Slope
Wt. of Dry Sample. gm Date 8/7/2015
ASTM SIEVE NO.Retained Wt. Retained Wt. Retained Passing Specification Limits
REMARKSIndividual CUM. % % FROM TO
GR
AV
EL
CO
UR
SE
2 1/2" 63.5
2" 50
1 1/2" 38.1
1" 25
3/4" 19
FIN
E
1/2" 12.5
3/8" 9.5
#4 4.75 4.4 0.9 99.1
SA
ND C
OU
RS
E
#8 2.360
#10 2.000 11.1 2.2 97.8
#16 1.180
#30 0.600
#40 0.425 21.7 4.3 95.7
ME
DIU
M #50 0.300
#80 0.180
#100 0.150SILT,CLAY #200 0.075 63.6 12.7 87.3
Before Washing 4# Passing Sample 500.0 gm
Contractor Consultant
SIZE(m
m)
3/8" 4# 16# 50# 100# 200#05
101520253035404550556065707580859095
100
Sieve Size
Pass
ing
%
____________________ ________________________ ___________________ _____________________Lab Tech Material Engineer Lab Tech Material Engineer