sieve analysis waste water pond

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CONSULTANT CLIENT CONTRA 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 ASTM SIEVE NO. Retained Wt. Retained Wt. Retained Passing Specification Limits Individual CUM. % % FROM TO GRAVEL COURSE 2 1/2" 63.5 2" 50 1 1/2" 38.1 1" 25 3/4" 19 FINE 1/2" 12.5 3/8" 9.5 #4 4.75 4.3 0.9 99.1 SAND COURSE #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 MEDIUM #50 0.300 #80 0.180 #100 0.150 SILT,CLAY #200 0.075 56.6 11.3 88.7 Before Washing 4# Passing Sample 500.0 gm Contractor Consultant SIZE(mm) 3/8" 4# 16# 50# 100# 0 10 20 30 40 50 60 70 80 90 100 Sieve Size Passing %

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Sieve Analysis

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Page 1: Sieve Analysis Waste Water Pond

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

%

Page 2: Sieve Analysis Waste Water Pond

____________________ ________________________ ___________________ _____________________Lab Tech Material Engineer Lab Tech Material Engineer

Page 3: Sieve Analysis Waste Water Pond

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

%

Page 4: Sieve Analysis Waste Water Pond

____________________ ________________________ ___________________ _____________________Lab Tech Material Engineer Lab Tech Material Engineer