ReachH_BorrowSiteTesting.pdf

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\N ato ma sB as in_ Re ac hH

\Ar cM ap \R ea ch

H_

TM

F1 _T es t_P it_ Lo ca tio n_ Ma p.m xd

M S 0

8.1 5.2

6 S

AC

10 15

4F-16-10

4F-16-09

4F-16-08

4F-16-07

4F-16-06

4F-16-05

AMERICAN RIVER COMMON FEATURES PROJECT,

NATOMAS BASIN, REACH H

Test Pit Location Map Twin Rivers Unified School District

Borrow Stockpile Site Figure

Test Pit Location

.0 50

Feet 1 inch = 50 feet

Reach H Alignment

Borrow Stockpile

Site Stockpile 3

ATTACHMENT A

ATTACHMENT A

Test Pit Logs

S01

S02

S03

S04

B1

S05

S06

S07

S01A-0.5-1.0B

S02A-1.5-2.0B

S03A-2.5-3.0B

S04A-3.5-4.0B

B1-4.0-5.0

S05A-6.0-6.5B

S06A-7.5-8.0B

S07A-9.0-10.0B

Total depth 10.0'.

Backfilled with native soils.

SANDY LEAN CLAY (CL); brown; moist; 65% medium plasticity, no dilatancy fines; 35% fine to medium sand.

CLAYEY SAND (SC); yellowish brown; moist; 65% fine to medium sand; 35% low plasticity fines.

SANDY LEAN CLAY (CL); dark yellowish brown; moist;

55% medium plasticity, no dilatancy fines; 45% fine to medium sand.

CLAYEY SAND (SC); yellowish brown; moist; 60% fine to medium sand; 40% low plasticity, no dilatancy fines.

X

CASING TYPE, DIAMETER, INSTALLATION DEPTH

NA

GROUND ELEVATION TOTAL DEPTH OF BORING

10.0 ft

CONSULTANT COMPANY

URS

FIELD LOGGER

M. Maghsoudlou

DATE STARTED

7/7/16

VERTICAL INCLINED

DATE COMPLETED

7/7/16

DRILLER'S NAME

Nelson Medeiros

DRILL RIG MAKE AND MODEL

CAT 430E Backhoe Excavator

DRILL BIT SIZE AND TYPE (HOLE DIAMETER)

18" wide excavator bucket

HAMMER EFFICIENCY

DRILLING ROD TYPE AND DIAMETER

NA

GROUNDWATER READING: AFTER DRILLING (DATE-TIME)

DRILLING CONTRACTOR

URS

FIELD LOG REVIEWER

S. Orgill

HELPER'S NAME

BOREHOLE BACKFILL OR COMPLETION

Native Soils

DURING DRILLING

Not encountered

TOTAL DEPTH OF FILL

10 ft

ELEVATION DATUM

NAVD 88

DRILLING METHOD

Test Pit

SAMPLER TYPE(S)

Bag and bucket

HAMMER TYPE, MAKE/MODEL, WEIGHT/DROP

NA

R ec ov er y, P P o r

T V ts f

S am pl e

N um be r

W at er C on te nt

Li qu id Li m it

P la st ic ity In de x

F in es

E le va tio n, f ee t LABORATORY DATA

REMARKS

LOG OF TEST PIT

4F-16-05

Sheet 1 of 1

CLASSIFICATION OF MATERIALS

(Description)

S am pl e

Lo ca tio n

D ep th , f ee t

NAT Reach H

Final Report Version 8/23/2016

M at er ia l G ra ph ic s

B lo w s pe r in

[B lo w s pe r ft

N

(A S

T M

O th er L ab T es ts

U S

A C

E A

R C

F L

A R

S O

IL

L

O G

R E

V 2;

N

A T

R E

A C

H H

.G P

J;

T O

M A

S R

E A

C H

H -0

6.

G

LB

/2 3/

County: SacramentoBorehole Location: TRUSD Stockpile 3

Channel / River Name / Feature: N/A

State Plane CA Zone 2Coord. System:

Levee Station or Milepost: N/A Levee Reach N/A Survey Method: GPS

Latitude: 38.674314 Longitude: -121.486366

Coordinates: Northing: 2007807.17 Easting: 6708302.14

Levee Mile: N/A

F

IL

L

B1

S02

S03

S04

S05

B2

B1-1.0-2.0

S01A-2.0-3.0B

S02A-3.5-4.0B

S03A-4.5-5.0B

S04A-6.5-7.0B

S05A-8.0-8.5B

B2-9.0-10.0

Total depth 10.0'.

Backfilled with native soils.

CLAYEY SAND (SC); dark yellowish brown; moist; 55% fine to medium sand; 45% low plasticity fines.

SANDY LEAN CLAY (CL); yellowish brown; moist; 60% medium plasticity, no dilatancy fines; 40% fine to medium sand.

At 3.5 feet, dark yellowish brown; 55% low plasticity, no dilatancy fines; 45% fine to medium sand.

X

CASING TYPE, DIAMETER, INSTALLATION DEPTH

NA

GROUND ELEVATION TOTAL DEPTH OF BORING

10.0 ft

CONSULTANT COMPANY

URS

FIELD LOGGER

M. Maghsoudlou

DATE STARTED

7/7/16

VERTICAL INCLINED

DATE COMPLETED

7/7/16

DRILLER'S NAME

Nelson Medeiros

DRILL RIG MAKE AND MODEL

CAT 430E Backhoe Excavator

DRILL BIT SIZE AND TYPE (HOLE DIAMETER)

18" wide excavator bucket

HAMMER EFFICIENCY

DRILLING ROD TYPE AND DIAMETER

NA

GROUNDWATER READING: AFTER DRILLING (DATE-TIME)

DRILLING CONTRACTOR

URS

FIELD LOG REVIEWER

S. Orgill

HELPER'S NAME

BOREHOLE BACKFILL OR COMPLETION

Native Soils

DURING DRILLING

Not encountered

TOTAL DEPTH OF FILL

10 ft

ELEVATION DATUM

NAVD 88

DRILLING METHOD

Test Pit

SAMPLER TYPE(S)

Bag and bucket

HAMMER TYPE, MAKE/MODEL, WEIGHT/DROP

NA

R ec ov er y, P P o r

T V ts f

S am pl e

N um be r

W at er C on te nt

Li qu id Li m it

P la st ic ity In de x

F in es

E le va tio n, f ee t LABORATORY DATA

REMARKS

LOG OF TEST PIT

4F-16-06

Sheet 1 of 1

CLASSIFICATION OF MATERIALS

(Description)

S am pl e

Lo ca tio n

D ep th , f ee t

NAT Reach H

Final Report Version 8/16/2016

M at er ia l G ra ph ic s

B lo w s pe r in

[B lo w s pe r ft

N

(A S

T M

O th er L ab T es ts

U S

A C

E A

R C

F L

A R

S O

IL

L

O G

R E

T

R E

A C

H H

.G

T O

M A

S R

E A

C H

H -0

6.

G

LB

/2 3/

County: SacramentoBorehole Location: TRUSD Stockpile 3

Channel / River Name / Feature: N/A

State Plane CA Zone 2Coord. System:

Levee Station or Milepost: N/A Levee Reach N/A Survey Method: GPS

Latitude: 38.674657 Longitude: -121.486555

Coordinates: Northing: 2007931.73 Easting: 6708247.53

Levee Mile: N/A

F

S03

S04

S05

S06

S07

12 35 16 52 S01A-0.5-1.0B

S02A-1.5-2.0B

S03A-3.0-3.5B

S04A-4.5-5.0B

S05A-6.0-7.0B

S06A-8.0-8.5B

S07A-9.0-10.0B

Total depth 10.0'.

Backfilled with native soils.

SANDY LEAN CLAY (CL); yellowish brown; moist; 55% medium plasticity fines; 45% fine to medium sand.

LEAN CLAY with Sand (CL); dark yellowish brown;

moist; 75% low plasticity, no dilatancy fines; 25% fine to medium sand.

SANDY LEAN CLAY (CL); yellowish brown; moist; 65% low plasticity, no dilatancy fines; 35% fine to medium sand.

At 4 feet, reddish brown.

X

CASING TYPE, DIAMETER, INSTALLATION DEPTH

NA

GROUND ELEVATION TOTAL DEPTH OF BORING

10.0 ft

CONSULTANT COMPANY

URS

FIELD LOGGER

M. Maghsoudlou

DATE STARTED

7/7/16

VERTICAL INCLINED

DATE COMPLETED

7/7/16

DRILLER'S NAME

Nelson Medeiros

DRILL RIG MAKE AND MODEL

CAT 430E Backhoe Excavator

DRILL BIT SIZE AND TYPE (HOLE DIAMETER)

18" wide excavator bucket

HAMMER EFFICIENCY

DRILLING ROD TYPE AND DIAMETER

NA

GROUNDWATER READING: AFTER DRILLING (DATE-TIME)

DRILLING CONTRACTOR

URS

FIELD LOG REVIEWER

S. Orgill

HELPER'S NAME

BOREHOLE BACKFILL OR COMPLETION

Native Soils

DURING DRILLING

Not encountered

TOTAL DEPTH OF FILL

10 ft

ELEVATION DATUM

NAVD 88

DRILLING METHOD

Test Pit

SAMPLER TYPE(S)

Bag

HAMMER TYPE, MAKE/MODEL, WEIGHT/DROP

NA

R ec ov er y, P P o r

T V ts f

S am pl e

N um be r

W at er C on te nt

Li qu id Li m it

P la st ic ity In de x

F in es

E le va tio n, f ee t LABORATORY DATA

REMARKS

LOG OF TEST PIT

4F-16-07

Sheet 1 of 1

CLASSIFICATION OF MATERIALS

(Description)

S am pl e

Lo ca tio n

D ep th , f ee t

NAT Reach H

Final Report Version 8/23/2016

M at er ia l G ra ph ic s

B lo w s pe r in

[B lo w s pe r ft

N

(A S

T M

O th er L ab T es ts

U S

A C

E A

R C

F L

A R

S O

IL

L

O G

R E

T

R E

A C

H H

.G

T O

M A

S R

E A

C H

H -0

6.

G

LB

/2 3/

County: SacramentoBorehole Location: TRUSD Stockpile 3

Channel / River Name / Feature: N/A

State Plane CA Zone 2Coord. System:

Levee Station or Milepost: N/A Levee Reach N/A Survey Method: GPS

Latitude: 38.674788 Longitude: -121.48668

Coordinates: Northing: 2007979.16 Easting: 6708211.76

Levee Mile: N/A

F

B1

S02

S03

S04

S05

S01A-0.5-1.5B

B1-2.0-3.0

S02A-4.0-5.0B

S03A-5.5-6.5B

S04A-7.5-8.0B

S05A-9.0-10.B

Total depth 10.0'.

Backfilled with native soils.

CLAYEY SAND (SC); brown; moist; 75% fine to medium sand; 25% low plasticity fines.

SANDY LEAN CLAY (CL); yellowish brown; moist; 55% low plasticity, no dilatancy fines; 45% fine to medium sand.

CLAYEY SAND (SC); dark yellowish brown; moist; 60% fine to medium sand; 40% low plasticity fines.

At 7.5 feet, black clay clots with organic odor.

LEAN CLAY with Sand (CL); brown; moist; 75% medium plasticity, no dilatancy fines; 25% fine to medium sand.

X

CASING TYPE, DIAMETER, INSTALLATION DEPTH

NA

GROUND ELEVATION TOTAL DEPTH OF BORING

10.0 ft

CONSULTANT COMPANY

URS

FIELD LOGGER

M. Maghsoudlou

DATE STARTED

7/7/16

VERTICAL INCLINED

DATE COMPLETED

7/7/16

DRILLER'S NAME

Nelson Medeiros

DRILL RIG MAKE AND MODEL

CAT 430E Backhoe Excavator

DRILL BIT SIZE AND TYPE (HOLE DIAMETER)

18" wide excavator bucket

HAMMER EFFICIENCY

DRILLING ROD TYPE AND DIAMETER

NA

GROUNDWATER READING: AFTER DRILLING (DATE-TIME)

DRILLING CONTRACTOR

URS

FIELD LOG REVIEWER

S. Orgill

HELPER'S NAME

BOREHOLE BACKFILL OR COMPLETION

Native Soils

DURING DRILLING

Not encountered

TOTAL DEPTH OF FILL

10 ft

ELEVATION DATUM

NAVD 88

DRILLING METHOD

Test Pit

SAMPLER TYPE(S)

Bag and bucket

HAMMER TYPE, MAKE/MODEL, WEIGHT/DROP

NA

R ec ov er y, P P o r

T V ts f

S am pl e

N um be r

W at er C on te nt

Li qu id Li m it

P la st ic ity In de x

F in es

E le va tio n, f ee t LABORATORY DATA

REMARKS

LOG OF TEST PIT

4F-16-08

Sheet 1 of 1

CLASSIFICATION OF MATERIALS

(Description)

S am pl e

Lo ca tio n

D ep th , f ee t

NAT Reach H

Final Report Version 8/23/2016

M at er ia l G ra ph ic s

B lo w s pe r in

[B lo w s pe r ft

N

(A S

T M

O th er L ab T es ts

U S

A C

E A

R C

F L

A R

S O

IL

L

O G

R E

T

R E

A C

H H

.G

T O

M A

S R

E A

C H

H -0

6.

G

LB

/2 3/

County: SacramentoBorehole Location: TRUSD Stockpile 3

Channel / River Name / Feature: N/A

State Plane CA Zone 2Coord. System:

Levee Station or Milepost: N/A Levee Reach N/A Survey Method: GPS

Latitude: 38.674907 Longitude: -121.486803

Coordinates: Northing: 2008022.56 Easting: 6708176.31

Levee Mile: N/A

F

S03

S04

S05

14 37 15 50

S01A-0.5-1.5B

S02A-2.0-2.5B

S03A-3.0-4.0B

S04A-5.0-6.0B

S05A-7.0-8.0B

Total depth 10.0'.

Backfilled with native soils.

SANDY LEAN CLAY (CL); yellowish brown; moist; 50% fine to medium sand; 50% low plasticity fines.

At 2.5 feet, dark yellowish brown; 70% low plasticity, no dilatancy fines; 30% fine to medium sand.

Becomes dark brown.

X

CASING TYPE, DIAMETER, INSTALLATION DEPTH

NA

GROUND ELEVATION TOTAL DEPTH OF BORING

10.0 ft

CONSULTANT COMPANY

URS

FIELD LOGGER

M. Maghsoudlou

DATE STARTED

7/7/16

VERTICAL INCLINED

DATE COMPLETED

7/7/16

DRILLER'S NAME

Nelson Medeiros

DRILL RIG MAKE AND MODEL

CAT 430E Backhoe Excavator

DRILL BIT SIZE AND TYPE (HOLE DIAMETER)

18" wide excavator bucket

HAMMER EFFICIENCY

DRILLING ROD TYPE AND DIAMETER

NA

GROUNDWATER READING: AFTER DRILLING (DATE-TIME)

DRILLING CONTRACTOR

URS

FIELD LOG REVIEWER

S. Orgill

HELPER'S NAME

BOREHOLE BACKFILL OR COMPLETION

Native Soils

DURING DRILLING

Not encountered

TOTAL DEPTH OF FILL

10 ft

ELEVATION DATUM

NAVD 88

DRILLING METHOD

Test Pit

SAMPLER TYPE(S)

Bag

HAMMER TYPE, MAKE/MODEL, WEIGHT/DROP

NA

R ec ov er y, P P o r

T V ts f

S am pl e

N um be r

W at er C on te nt

Li qu id Li m it

P la st ic ity In de x

F in es

E le va tio n, f ee t LABORATORY DATA

REMARKS

LOG OF TEST PIT

4F-16-09

Sheet 1 of 1

CLASSIFICATION OF MATERIALS

(Description)

S am pl e

Lo ca tio n

D ep th , f ee t

NAT Reach H

Final Report Version 8/23/2016

M at er ia l G ra ph ic s

B lo w s pe r in

[B lo w s pe r ft

N

(A S

T M

O th er L ab T es ts

U S

A C

E A

R C

F L

A R

S O

IL

L

O G

R E

T

R E

A C

H H

.G

T O

M A

S R

E A

C H

H -0

6.

G

LB

/2 3/

County: SacramentoBorehole Location: TRUSD Stockpile 3

Channel / River Name / Feature: N/A

State Plane CA Zone 2Coord. System:

Levee Station or Milepost: N/A Levee Reach N/A Survey Method: GPS

Latitude: 38.674571 Longitude: -121.486815

Coordinates: Northing: 2007900.02 Easting: 6708173.53

Levee Mile: N/A

F

S03

S04

10 32 15 54 S01A-0.5-1.5B

S02A-2.5-3.5B

S03A-4.0-5.0B

S04A-7.0-8.0B

Total depth 8.0'.

Backfilled with native soils.

SANDY LEAN CLAY (CL); yellowish brown; moist; 55% low plasticity fines; 45% fine to medium sand.

At 2 feet, dark yellowish brown; 70% low plasticity, no dilatancy fines; 30% fine to medium sand.

LEAN CLAY with Sand (CL); dark greenish gray; moist;

75% low plasticity, no dilatancy fines; 25% fine sand.

X

CASING TYPE, DIAMETER, INSTALLATION DEPTH

NA

GROUND ELEVATION TOTAL DEPTH OF BORING

8.0 ft

CONSULTANT COMPANY

URS

FIELD LOGGER

M. Maghsoudlou

DATE STARTED

7/7/16

VERTICAL INCLINED

DATE COMPLETED

7/7/16

DRILLER'S NAME

Nelson Medeiros

DRILL RIG MAKE AND MODEL

CAT 430E Backhoe Excavator

DRILL BIT SIZE AND TYPE (HOLE DIAMETER)

18" wide excavator bucket

HAMMER EFFICIENCY

DRILLING ROD TYPE AND DIAMETER

NA

GROUNDWATER READING: AFTER DRILLING (DATE-TIME)

DRILLING CONTRACTOR

URS

FIELD LOG REVIEWER

S. Orgill

HELPER'S NAME

BOREHOLE BACKFILL OR COMPLETION

Native Soils

DURING DRILLING

Not encountered

TOTAL DEPTH OF FILL

8 ft

ELEVATION DATUM

NAVD 88

DRILLING METHOD

Test Pit

SAMPLER TYPE(S)

Bag

HAMMER TYPE, MAKE/MODEL, WEIGHT/DROP

NA

R ec ov er y, P P o r

T V ts f

S am pl e

N um be r

W at er C on te nt

Li qu id Li m it

P la st ic ity In de x

F in es

E le va tio n, f ee t LABORATORY DATA

REMARKS

LOG OF TEST PIT

4F-16-10

Sheet 1 of 1

CLASSIFICATION OF MATERIALS

(Description)

S am pl e

Lo ca tio n

D ep th , f ee t

NAT Reach H

Final Report Version 8/23/2016

M at er ia l G ra ph ic s

B lo w s pe r in

[B lo w s pe r ft

N

(A S

T M

O th er L ab T es ts

U S

A C

E A

R C

F L

A R

S O

IL

L

O G

R E

T

R E

A C

H H

.G

T O

M A

S R

E A

C H

H -0

6.

G

LB

/2 3/

County: SacramentoBorehole Location: TRUSD Stockpile 3

Channel / River Name / Feature: N/A

State Plane CA Zone 2Coord. System:

Levee Station or Milepost: N/A Levee Reach N/A Survey Method: GPS

Latitude: 38.674055 Longitude: -121.485825

Coordinates: Northing: 2007713.87 Easting: 6708457.14

Levee Mile: N/A

F

ATTACHMENT B

ATTACHMENT B

Laboratory Test Results

G:\USACE Natomas Basin - Reach H\11_Opt Task 1 - Geotech Investigations\6_Lab Testing\2016\Test Results\Santa Ana Batch 5\Summary Natomas Basin Reach H 080616.xlsx URS

Project Name: USACE Natomas Basin Reach H Project Project Number: 60424293

Project Engineer: RN Updated on:

Location wc Limits B or in g N um be r

S am pl e

N um be r

D ep th (f t)

U S

C S

S ym bo l

W at er C on te nt

Li qu id L im it

P la st ic ity In de x

Li qu id ity

In de x

G ra ve l (

S an d

Fi ne s µ m

4F-16-05 bulk 4.0 CL 14.9 48 32 -0.03 55.9

4F-16-05 s07 9.0 SC 12.1 30 15 -0.19 39.4

4F-16-06 bulk 1.0 SC 12.0 37 17 -0.47 47.6

4F16-06 s02 3.5 CL 10.1 32 18 -0.22 55.7

4F-16-07 s01 0.5 CL 11.9 35 16 -0.44 52.4

4F-16-08 bulk 2.0 CL 21.1 39 18 0.01 54.0

4F-16-08 s03 5.5 SC 12.9 26 11 -0.19 40.2

4F-16-09 s02 2.0 CL 13.8 37 15 -0.55 50.1

4F-16-10 s01 0.5 CL 9.6 32 15 -0.49 54.2

Santa Ana Geotechnical Laboratory Testing Summary

8/15/2016 Gradation

Limits Natomas Reach H 4F-16-05 bulk 4ft.xlsx URS

DESCRIPTION / CLASSIFICATION

Project Name: PLASTICITY CHART Project Number:

Boring Number

USACE Natomas Basin Reach H Project 60424293

Water Content

Sample Number Depth (ft) LL PI

4F-16-05 bulk Dark yellowish brown sandy Clay (CL)4.0 14.9 48 32

CL-ML

CL or OL CH or OH

ML or OL MH or OH

0 10 20 30 40 50 60 70 80 90 100 110

PL

AS

TI

C

IT

Y

IN

D

EX

LIQUID LIMIT (%)

Limits Natomas Reach H 4F-16-05 s07 9ft.xlsx URS

Project Name: PLASTICITY CHART Project Number:

Boring Number

USACE Natomas Basin Reach H Project 60424293

Water Content

Sample Number Depth (ft) LL PI

4F-16-05 s07 Dark yellowish brown clayey Sand (SC)9.0 12.1 30 15

CL-ML

CL or OL CH or OH

ML or OL MH or OH

0 10 20 30 40 50 60 70 80 90 100 110

PL

AS

TI

C

IT

Y

IN

D

EX

Limits Natomas Reach H 4F-16-06 bulk 1ft.xlsx URS

Project Name: PLASTICITY CHART Project Number:

Boring Number

USACE Natomas Basin Reach H Project 60424293

Water Content

Sample Number Depth (ft) LL PI

4F-16-06 bulk Dark yellowish brown clayey Sand (SC)1.0 12.0 37 17

CL-ML

CL or OL CH or OH

ML or OL MH or OH

0 10 20 30 40 50 60 70 80 90 100 110

PL

AS

TI

C

IT

Y

IN

D

EX

Limits Natomas Reach H 4F-16-06 s02 3.5ft.xlsx URS

Project Name: PLASTICITY CHART Project Number:

Boring Number

USACE Natomas Basin Reach H Project 60424293

Water Content

Sample Number Depth (ft) LL PI

4F-16-06 s02 Dark yellowish brown sandy Clay (CL)3.5 10.1 32 18

CL-ML

CL or OL CH or OH

ML or OL MH or OH

0 10 20 30 40 50 60 70 80 90 100 110

PL

AS

TI

C

IT

Y

IN

D

EX

Limits Natomas Reach H 4F-16-07 s01 0.5ft.xlsx URS

Project Name: PLASTICITY CHART Project Number:

Boring Number

USACE Natomas Basin Reach H Project 60424293

Water Content

Sample Number Depth (ft) LL PI

4F-16-07 s01 Dark yellowish brown sandy Clay (CL)0.5 11.9 35 16

CL-ML

CL or OL CH or OH

ML or OL MH or OH

0 10 20 30 40 50 60 70 80 90 100 110

PL

AS

TI

C

IT

Y

IN

D

EX

Limits Natomas Reach H 4F-16-08 bulk 2ft.xlsx URS

Project Name: PLASTICITY CHART Project Number:

Boring Number

USACE Natomas Basin Reach H Project 60424293

Water Content

Sample Number Depth (ft) LL PI

4F-16-08 bulk Yellowish brown sandy Clay (CL)2.0 21.1 39 18

CL-ML

CL or OL CH or OH

ML or OL MH or OH

0 10 20 30 40 50 60 70 80 90 100 110

PL

AS

TI

C

IT

Y

IN

D

EX

Limits Natomas Reach H 4F-16-08 s03 5.5ft.xlsx URS

Project Name: PLASTICITY CHART Project Number:

Boring Number

USACE Natomas Basin Reach H Project 60424293

Water Content

Sample Number Depth (ft) LL PI

4F-16-08 s03 Dark yellowish brown clayey Sand (SC)5.5 12.9 26 11

CL-ML

CL or OL CH or OH

ML or OL MH or OH

0 10 20 30 40 50 60 70 80 90 100 110

PL

AS

TI

C

IT

Y

IN

D

EX

Limits Natomas Reach H 4F-16-09 s02 2ft.xlsx URS

Project Name: PLASTICITY CHART Project Number:

Boring Number

USACE Natomas Basin Reach H Project 60424293

Water Content

Sample Number Depth (ft) LL PI

4F-16-09 s02 Yellowish brown sandy Clay (CL)2.0 13.8 37 15

CL-ML

CL or OL CH or OH

ML or OL MH or OH

0 10 20 30 40 50 60 70 80 90 100 110

PL

AS

TI

C

IT

Y

IN

D

EX

Limits Natomas Reach H 4F-16-10 s01 0.5ft.xlsx URS

Project Name: PLASTICITY CHART Project Number:

Boring Number

USACE Natomas Basin Reach H Project 60424293

Water Content

Sample Number Depth (ft) LL PI

4F-16-10 s01 Dark yellowish brown sandy Clay (CL)0.5 9.6 32 15

CL-ML

CL or OL CH or OH

ML or OL MH or OH

0 10 20 30 40 50 60 70 80 90 100 110

PL

AS

TI

C

IT

Y

IN

D

EX

Wash 200 Natomas Reach H 4F-16-05 bulk 4ft.xlsx URS

Project Number: Task Number: Boring No.:

Project Name: Sample No.:

Project Engineer: Depth (ft):

Visual Description:

SPECIMEN: Tested From: Selection Method:

Bulk Sample x Other ____ Sieves (1) - whole sample used SPT Sample Thin-Walled Tube Sieves (1) - partial sample used & selected by Method(s)

Calif. Sample Engr. Test Specimen's WC c Method Whole sample used (a): Splitter; (use for dry soils or that which will segregate) See Bulk Sample Processing Form (b): Quartering; (use for dry soils or that which will segregate)

Preparation: Sample/Specimen: Test Method (D1140) (c) : Representative scoop after mixing, or slice of intact sample.

As-Received x Method A not dispersed (use for moist soils or that which will not segregate)

Air Dried Method B x is dispersed Oven-Dried

Washing: No Yes No x Whole Specimen Washed on No. 200 sieve ? x Yes By: Mortar & Pestle Hand

Retained Fraction: 1st Split Washed ? Pulverizer Other Fine Fraction Washed on No. 200 sieve ? and Soil Soaked for: 7 hrs.

As Recieved Container No.

Min. sieve size in sieving sequence (3) Wet, M1 (g)

Container Number Dry, M2 (g)

Mass of Container and Dry Soil, (g) Cont.,M3 (g)

Mass of Container, (g)

Dry Soil, Ws (g) SIEVING RESULTS % error:

See Sieve Cum. Mass

(1) No. / (2) Retained (g)

3 "

2 "

1 1/2"

1 "

3/4 "

1/2 "

3/8 "

4 #4 / 325

Pan #10 / 180

SUMMARY: Shape & Filter Parameters #20 / 115

% COBBLES D60 D85 #40 / 75

% GRAVEL D30 D15 #60 / 60

% SAND D10 D50 #100 / 40

% FINES Cu = Cc = #140 / 30

Cu = D60 / D10 Cc = D30^2 / (D60 * D10) #200 / 20

(1) X in box denotes sieve on which split was made Pan

(2) Proposed allowable amount of soil retained on 8" dia. Sieve. Mica Noted: x No Yes Amount Adjective:

(3) Sieve size given, denotes min. sieve size used in the appropriate sieving sequence.

SET-UP BY: DATE CALCULATED BY: CHECKED BY:

SUBMITTED BY:

724.77

200.88

Sieve No.

Cum. Mass Retained (g)

523.89

Total Specimen % Finer N'

Partial Test Specimen

Req. Mass of Test Spec. for

1% (kg)

3"= 70 3 "

2 "

1 "

3/4 "

GRADATION OF SOILS by Sieving using Soil Sieve Sizes & with Water Content ASTM D1140 and D2216

Total Test Specimen with Coarse FractionMASS OF TEST SPECIMEN (g)

4.0

60424293 USACE Natomas Basin Reach H Project

RN

Dark yellowish brown sandy Clay (CL)

07000

#N/A

4F-16-05 bulk

Water Content b17 x

802.92

724.77

Oven-Dried Soil Broken Up Before Selecting Partial sample:

Partial or Whole Test Specimen

Soil Retained (after washing)

+200 b17

Water Content

XXXXX

XXXXX XXXXX

XXXXX

55.9

XXXXXXXX

3/8"= 0.25

#4 = 0.1

#10 = 0.1

XXXXX

1 1/2"=10

3/4"= 1.1

3/8 "

1/2 "

08/10/16

XXXXXXXX

XXXXX

XXXXX

231.03

181.8

55.9

109.03 79.2

Total Specimen % Finer N'

65.3

1 1/2"

XXXXXXXXXX232.47

GD TJO TJO

XXXXX

200.88 b17

0.21

14.92

433.83

200.88

232.95

# 200

Wash 200 Natomas Reach H 4F-16-05 s07 9ft.xlsx URS

Project Name: Sample No.:

Project Engineer: Depth (ft):

Visual Description:

SPECIMEN: Tested From: Selection Method:

Bulk Sample x Other ____ Sieves (1) - whole sample used SPT Sample Thin-Walled Tube Sieves (1) - partial sample used & selected by Method(s)

Calif. Sample Engr. Test Specimen's WC c Method Whole sample used (a): Splitter; (use for dry soils or that which will segregate) See Bulk Sample Processing Form (b): Quartering; (use for dry soils or that which will segregate)

Preparation: Sample/Specimen: Test Method (D1140) (c) : Representative scoop after mixing, or slice of intact sample.

As-Received x Method A not dispersed (use for moist soils or that which will not segregate)

Air Dried Method B x is dispersed Oven-Dried

Washing: No Yes No x Whole Specimen Washed on No. 200 sieve ? x Yes By: Mortar & Pestle Hand

Retained Fraction: 1st Split Washed ? Pulverizer Other Fine Fraction Washed on No. 200 sieve ? and Soil Soaked for: 7 hrs.

As Recieved Container No.

Min. sieve size in sieving sequence (3) Wet, M1 (g)

Container Number Dry, M2 (g)

Mass of Container and Dry Soil, (g) Cont.,M3 (g)

Mass of Container, (g)

Dry Soil, Ws (g) SIEVING RESULTS % error:

See Sieve Cum. Mass

(1) No. / (2) Retained (g)

3 "

2 "

1 1/2"

1 "

3/4 "

1/2 "

3/8 "

4 #4 / 325

Pan #10 / 180

SUMMARY: Shape & Filter Parameters #20 / 115

% COBBLES D60 D85 #40 / 75

% GRAVEL D30 D15 #60 / 60

% SAND D10 D50 #100 / 40

% FINES Cu = Cc = #140 / 30

Cu = D60 / D10 Cc = D30^2 / (D60 * D10) #200 / 20

(1) X in box denotes sieve on which split was made Pan

(2) Proposed allowable amount of soil retained on 8" dia. Sieve. Mica Noted: x No Yes Amount Adjective:

(3) Sieve size given, denotes min. sieve size used in the appropriate sieving sequence.

SET-UP BY: DATE CALCULATED BY: CHECKED BY:

SUBMITTED BY:

428.22

199.6

Sieve No.

Cum. Mass Retained (g)

228.62

Total Specimen % Finer N'

Partial Test Specimen

Req. Mass of Test Spec. for

1% (kg)

3"= 70 3 "

2 "

1 "

3/4 "

GRADATION OF SOILS by Sieving using Soil Sieve Sizes & with Water Content ASTM D1140 and D2216

Total Test Specimen with Coarse FractionMASS OF TEST SPECIMEN (g)

9.0

60424293 USACE Natomas Basin Reach H Project

RN

Dark yellowish brown clayey Sand (SC)

07000

#N/A

4F-16-05 s07

Water Content b24 x

455.81

428.22

Oven-Dried Soil Broken Up Before Selecting Partial sample:

Partial or Whole Test Specimen

Soil Retained (after washing)

+200 b24

Water Content

XXXXX

XXXXX XXXXX

XXXXX

39.4

XXXXXXXX

3/8"= 0.25

#4 = 0.1

#10 = 0.1

XXXXX

1 1/2"=10

3/4"= 1.1

3/8 "

1/2 "

08/09/16

XXXXXXXX

XXXXX

XXXXX

138.47

118.84

39.4

77.81 66.0

Total Specimen % Finer N'

48.0

1 1/2"

XXXXXXXXXX139.46

GD TJO TJO

XXXXX

199.6 b24

0.01

12.07

339.07

199.6

139.47

Wash 200 Natomas Reach H 4F-16-06 bulk 1ft.xlsx URS

Project Name: Sample No.:

Project Engineer: Depth (ft):

Visual Description:

SPECIMEN: Tested From: Selection Method:

Bulk Sample x Other ____ Sieves (1) - whole sample used SPT Sample Thin-Walled Tube Sieves (1) - partial sample used & selected by Method(s)

Calif. Sample Engr. Test Specimen's WC c Method Whole sample used (a): Splitter; (use for dry soils or that which will segregate) See Bulk Sample Processing Form (b): Quartering; (use for dry soils or that which will segregate)

Preparation: Sample/Specimen: Test Method (D1140) (c) : Representative scoop after mixing, or slice of intact sample.

As-Received x Method A not dispersed (use for moist soils or that which will not segregate)

Air Dried Method B x is dispersed Oven-Dried

Washing: No Yes No x Whole Specimen Washed on No. 200 sieve ? x Yes By: Mortar & Pestle Hand

Retained Fraction: 1st Split Washed ? Pulverizer Other Fine Fraction Washed on No. 200 sieve ? and Soil Soaked for: 7 hrs.

As Recieved Container No.

Min. sieve size in sieving sequence (3) Wet, M1 (g)

Container Number Dry, M2 (g)

Mass of Container and Dry Soil, (g) Cont.,M3 (g)

Mass of Container, (g)

Dry Soil, Ws (g) SIEVING RESULTS % error:

See Sieve Cum. Mass

(1) No. / (2) Retained (g)

3 "

2 "

1 1/2"

1 "

3/4 "

1/2 "

3/8 "

4 #4 / 325

Pan #10 / 180

SUMMARY: Shape & Filter Parameters #20 / 115

% COBBLES D60 D85 #40 / 75

% GRAVEL D30 D15 #60 / 60

% SAND D10 D50 #100 / 40

% FINES Cu = Cc = #140 / 30

Cu = D60 / D10 Cc = D30^2 / (D60 * D10) #200 / 20

(1) X in box denotes sieve on which split was made Pan

(2) Proposed allowable amount of soil retained on 8" dia. Sieve. Mica Noted: x No Yes Amount Adjective:

(3) Sieve size given, denotes min. sieve size used in the appropriate sieving sequence.

SET-UP BY: DATE CALCULATED BY: CHECKED BY:

SUBMITTED BY:

535.97

204.68

Sieve No.

Cum. Mass Retained (g)

331.29

Total Specimen % Finer N'

Partial Test Specimen

Req. Mass of Test Spec. for

1% (kg)

3"= 70 3 "

2 "

1 "

3/4 "

GRADATION OF SOILS by Sieving using Soil Sieve Sizes & with Water Content ASTM D1140 and D2216

Total Test Specimen with Coarse FractionMASS OF TEST SPECIMEN (g)

1.0

60424293 USACE Natomas Basin Reach H Project

RN

Dark yellowish brown clayey Sand (SC)

07000

#N/A

4F-16-06 bulk

Water Content b96 x

575.87

535.97

Oven-Dried Soil Broken Up Before Selecting Partial sample:

Partial or Whole Test Specimen

Soil Retained (after washing)

+200 b96

Water Content

XXXXX

XXXXX XXXXX

XXXXX

47.6

XXXXXXXX

3/8"= 0.25

#4 = 0.1

#10 = 0.1

XXXXX

1 1/2"=10

3/4"= 1.1

3/8 "

1/2 "

08/09/16

XXXXXXXX

XXXXX

XXXXX

173.73

147.06

47.6

104.92 68.3

Total Specimen % Finer N'

55.6

1 1/2"

XXXXXXXXXX174.86

GD TJO TJO

XXXXX

204.68 b96

0.07

12.04

379.66

204.68

174.98

Wash 200 Natomas Reach H 4F-16-06 s02 3.5ft.xlsx URS

Project Name: Sample No.:

Project Engineer: Depth (ft):

Visual Description:

SPECIMEN: Tested From: Selection Method:

Bulk Sample x Other ____ Sieves (1) - whole sample used SPT Sample Thin-Walled Tube Sieves (1) - partial sample used & selected by Method(s)

Calif. Sample Engr. Test Specimen's WC c Method Whole sample used (a): Splitter; (use for dry soils or that which will segregate) See Bulk Sample Processing Form (b): Quartering; (use for dry soils or that which will segregate)

Preparation: Sample/Specimen: Test Method (D1140) (c) : Representative scoop after mixing, or slice of intact sample.

As-Received x Method A not dispersed (use for moist soils or that which will not segregate)

Air Dried Method B x is dispersed Oven-Dried

Washing: No Yes No x Whole Specimen Washed on No. 200 sieve ? x Yes By: Mortar & Pestle Hand

Retained Fraction: 1st Split Washed ? Pulverizer Other Fine Fraction Washed on No. 200 sieve ? and Soil Soaked for: 7 hrs.

As Recieved Container No.

Min. sieve size in sieving sequence (3) Wet, M1 (g)

Container Number Dry, M2 (g)

Mass of Container and Dry Soil, (g) Cont.,M3 (g)

Mass of Container, (g)

Dry Soil, Ws (g) SIEVING RESULTS % error:

See Sieve Cum. Mass

(1) No. / (2) Retained (g)

3 "

2 "

1 1/2"

1 "

3/4 "

1/2 "

3/8 "

4 #4 / 325

Pan #10 / 180

SUMMARY: Shape & Filter Parameters #20 / 115

% COBBLES D60 D85 #40 / 75

% GRAVEL D30 D15 #60 / 60

% SAND D10 D50 #100 / 40

% FINES Cu = Cc = #140 / 30

Cu = D60 / D10 Cc = D30^2 / (D60 * D10) #200 / 20

(1) X in box denotes sieve on which split was made Pan

(2) Proposed allowable amount of soil retained on 8" dia. Sieve. Mica Noted: x No Yes Amount Adjective:

(3) Sieve size given, denotes min. sieve size used in the appropriate sieving sequence.

SET-UP BY: DATE CALCULATED BY: CHECKED BY:

SUBMITTED BY:

566.67

200.72

Sieve No.

Cum. Mass Retained (g)

365.95

Total Specimen % Finer N'

Partial Test Specimen

Req. Mass of Test Spec. for

1% (kg)

3"= 70 3 "

2 "

1 "

3/4 "

GRADATION OF SOILS by Sieving using Soil Sieve Sizes & with Water Content ASTM D1140 and D2216

Total Test Specimen with Coarse FractionMASS OF TEST SPECIMEN (g)

3.5

60424293 USACE Natomas Basin Reach H Project

RN

Dark yellowish brown sandy Clay (CL)

07000

#N/A

4F-16-06 s02

Water Content b63 x

603.74

566.67

Oven-Dried Soil Broken Up Before Selecting Partial sample:

Partial or Whole Test Specimen

Soil Retained (after washing)

+200 b63

Water Content

XXXXX

XXXXX XXXXX

XXXXX

55.7

XXXXXXXX

3/8"= 0.25

#4 = 0.1

#10 = 0.1

XXXXX

1 1/2"=10

3/4"= 1.1

3/8 "

1/2 "

08/09/16

XXXXXXXX

XXXXX

XXXXX

162.16

123.16

55.7

70.98 80.6

Total Specimen % Finer N'

66.3

1 1/2"

XXXXXXXXXX163.43

GD TJO TJO

XXXXX

200.72 b63

6.03

10.13

364.29

210.72

153.57

Wash 200 Natomas Reach H 4F-16-07 s01 0.5ft.xlsx URS

Project Name: Sample No.:

Project Engineer: Depth (ft):

Visual Description:

SPECIMEN: Tested From: Selection Method:

Bulk Sample x Other ____ Sieves (1) - whole sample used SPT Sample Thin-Walled Tube Sieves (1) - partial sample used & selected by Method(s)

Calif. Sample Engr. Test Specimen's WC c Method Whole sample used (a): Splitter; (use for dry soils or that which will segregate) See Bulk Sample Processing Form (b): Quartering; (use for dry soils or that which will segregate)

Preparation: Sample/Specimen: Test Method (D1140) (c) : Representative scoop after mixing, or slice of intact sample.

As-Received x Method A not dispersed (use for moist soils or that which will not segregate)

Air Dried Method B x is dispersed Oven-Dried

Washing: No Yes No x Whole Specimen Washed on No. 200 sieve ? x Yes By: Mortar & Pestle Hand

Retained Fraction: 1st Split Washed ? Pulverizer Other Fine Fraction Washed on No. 200 sieve ? and Soil Soaked for: 7 hrs.

As Recieved Container No.

Min. sieve size in sieving sequence (3) Wet, M1 (g)

Container Number Dry, M2 (g)

Mass of Container and Dry Soil, (g) Cont.,M3 (g)

Mass of Container, (g)

Dry Soil, Ws (g) SIEVING RESULTS % error:

See Sieve Cum. Mass

(1) No. / (2) Retained (g)

3 "

2 "

1 1/2"

1 "

3/4 "

1/2 "

3/8 "

4 #4 / 325

Pan #10 / 180

SUMMARY: Shape & Filter Parameters #20 / 115

% COBBLES D60 D85 #40 / 75

% GRAVEL D30 D15 #60 / 60

% SAND D10 D50 #100 / 40

% FINES Cu = Cc = #140 / 30

Cu = D60 / D10 Cc = D30^2 / (D60 * D10) #200 / 20

(1) X in box denotes sieve on which split was made Pan

(2) Proposed allowable amount of soil retained on 8" dia. Sieve. Mica Noted: x No Yes Amount Adjective:

(3) Sieve size given, denotes min. sieve size used in the appropriate sieving sequence.

SET-UP BY: DATE CALCULATED BY: CHECKED BY:

SUBMITTED BY:

479.09

200.44

Sieve No.

Cum. Mass Retained (g)

278.65

Total Specimen % Finer N'

Partial Test Specimen

Req. Mass of Test Spec. for

1% (kg)

3"= 70 3 "

2 "

1 "

3/4 "

GRADATION OF SOILS by Sieving using Soil Sieve Sizes & with Water Content ASTM D1140 and D2216

Total Test Specimen with Coarse FractionMASS OF TEST SPECIMEN (g)

0.5

60424293 USACE Natomas Basin Reach H Project

RN

Dark yellowish brown sandy Clay (CL)

07000

#N/A

4F-16-07 s01

Water Content b4 x

512.17

479.09

Oven-Dried Soil Broken Up Before Selecting Partial sample:

Partial or Whole Test Specimen

Soil Retained (after washing)

+200 b4

Water Content

XXXXX

XXXXX XXXXX

XXXXX

52.4

XXXXXXXX

3/8"= 0.25

#4 = 0.1

#10 = 0.1

XXXXX

1 1/2"=10

3/4"= 1.1

3/8 "

1/2 "

08/09/16

XXXXXXXX

XXXXX

XXXXX

132.59

106.89

52.4

64.95 76.7

Total Specimen % Finer N'

61.6

1 1/2"

XXXXXXXXXX134.09

GD TJO TJO

XXXXX

200.44 b4

0.00

11.87

334.53

200.44

134.09

Wash 200 Natomas Reach H 4F-16-08 bulk 2ft.xlsx URS

Project Name: Sample No.:

Project Engineer: Depth (ft):

Visual Description:

SPECIMEN: Tested From: Selection Method:

Bulk Sample x Other ____ Sieves (1) - whole sample used SPT Sample Thin-Walled Tube Sieves (1) - partial sample used & selected by Method(s)

Calif. Sample Engr. Test Specimen's WC c Method Whole sample used (a): Splitter; (use for dry soils or that which will segregate) See Bulk Sample Processing Form (b): Quartering; (use for dry soils or that which will segregate)

Preparation: Sample/Specimen: Test Method (D1140) (c) : Representative scoop after mixing, or slice of intact sample.

As-Received x Method A not dispersed (use for moist soils or that which will not segregate)

Air Dried Method B x is dispersed Oven-Dried

Washing: No Yes No x Whole Specimen Washed on No. 200 sieve ? x Yes By: Mortar & Pestle Hand

Retained Fraction: 1st Split Washed ? Pulverizer Other Fine Fraction Washed on No. 200 sieve ? and Soil Soaked for: 7 hrs.

As Recieved Container No.

Min. sieve size in sieving sequence (3) Wet, M1 (g)

Container Number Dry, M2 (g)

Mass of Container and Dry Soil, (g) Cont.,M3 (g)

Mass of Container, (g)

Dry Soil, Ws (g) SIEVING RESULTS % error:

See Sieve Cum. Mass

(1) No. / (2) Retained (g)

3 "

2 "

1 1/2"

1 "

3/4 "

1/2 "

3/8 "

4 #4 / 325

Pan #10 / 180

SUMMARY: Shape & Filter Parameters #20 / 115

% COBBLES D60 D85 #40 / 75

% GRAVEL D30 D15 #60 / 60

% SAND D10 D50 #100 / 40

% FINES Cu = Cc = #140 / 30

Cu = D60 / D10 Cc = D30^2 / (D60 * D10) #200 / 20

(1) X in box denotes sieve on which split was made Pan

(2) Proposed allowable amount of soil retained on 8" dia. Sieve. Mica Noted: x No Yes Amount Adjective:

(3) Sieve size given, denotes min. sieve size used in the appropriate sieving sequence.

SET-UP BY: DATE CALCULATED BY: CHECKED BY:

SUBMITTED BY:

546.29

205.42

Sieve No.

Cum. Mass Retained (g)

340.87

Total Specimen % Finer N'

Partial Test Specimen

Req. Mass of Test Spec. for

1% (kg)

3"= 70 3 "

2 "

1 "

3/4 "

GRADATION OF SOILS by Sieving using Soil Sieve Sizes & with Water Content ASTM D1140 and D2216

Total Test Specimen with Coarse FractionMASS OF TEST SPECIMEN (g)

2.0

60424293 USACE Natomas Basin Reach H Project

RN

Yellowish brown sandy Clay (CL)

07000

#N/A

4F-16-08 bulk

Water Content b83 x

618.38

546.29

Oven-Dried Soil Broken Up Before Selecting Partial sample:

Partial or Whole Test Specimen

Soil Retained (after washing)

+200 b83

Water Content

XXXXX

XXXXX XXXXX

XXXXX

54.0

XXXXXXXX

3/8"= 0.25

#4 = 0.1

#10 = 0.1

XXXXX

1 1/2"=10

3/4"= 1.1

3/8 "

1/2 "

08/09/16

XXXXXXXX

XXXXX

XXXXX

156.71

122.33

54.0

71.26 79.1

Total Specimen % Finer N'

64.1

1 1/2"

XXXXXXXXXX158.84

GD TJO TJO

XXXXX

205.42 b83

0.01

21.15

364.28

205.42

158.86

Wash 200 Natomas Reach H 4F-16-08 s03 5.5ft.xlsx URS

Project Name: Sample No.:

Project Engineer: Depth (ft):

Visual Description:

SPECIMEN: Tested From: Selection Method:

Bulk Sample x Other ____ Sieves (1) - whole sample used SPT Sample Thin-Walled Tube Sieves (1) - partial sample used & selected by Method(s)

Calif. Sample Engr. Test Specimen's WC c Method Whole sample used (a): Splitter; (use for dry soils or that which will segregate) See Bulk Sample Processing Form (b): Quartering; (use for dry soils or that which will segregate)

Preparation: Sample/Specimen: Test Method (D1140) (c) : Representative scoop after mixing, or slice of intact sample.

As-Received x Method A not dispersed (use for moist soils or that which will not segregate)

Air Dried Method B x is dispersed Oven-Dried

Washing: No Yes No x Whole Specimen Washed on No. 200 sieve ? x Yes By: Mortar & Pestle Hand

Retained Fraction: 1st Split Washed ? Pulverizer Other Fine Fraction Washed on No. 200 sieve ? and Soil Soaked for: 7 hrs.

As Recieved Container No.

Min. sieve size in sieving sequence (3) Wet, M1 (g)

Container Number Dry, M2 (g)

Mass of Container and Dry Soil, (g) Cont.,M3 (g)

Mass of Container, (g)

Dry Soil, Ws (g) SIEVING RESULTS % error:

See Sieve Cum. Mass

(1) No. / (2) Retained (g)

3 "

2 "

1 1/2"

1 "

3/4 "

1/2 "

3/8 "

4 #4 / 325

Pan #10 / 180

SUMMARY: Shape & Filter Parameters #20 / 115

% COBBLES D60 D85 #40 / 75

% GRAVEL D30 D15 #60 / 60

% SAND D10 D50 #100 / 40

% FINES Cu = Cc = #140 / 30

Cu = D60 / D10 Cc = D30^2 / (D60 * D10) #200 / 20

(1) X in box denotes sieve on which split was made Pan

(2) Proposed allowable amount of soil retained on 8" dia. Sieve. Mica Noted: x No Yes Amount Adjective:

(3) Sieve size given, denotes min. sieve size used in the appropriate sieving sequence.

SET-UP BY: DATE CALCULATED BY: CHECKED BY:

SUBMITTED BY:

617.88

197.97

Sieve No.

Cum. Mass Retained (g)

419.91

Total Specimen % Finer N'

Partial Test Specimen

Req. Mass of Test Spec. for

1% (kg)

3"= 70 3 "

2 "

1 "

3/4 "

GRADATION OF SOILS by Sieving using Soil Sieve Sizes & with Water Content ASTM D1140 and D2216

Total Test Specimen with Coarse FractionMASS OF TEST SPECIMEN (g)

5.5

60424293 USACE Natomas Basin Reach H Project

RN

Dark yellowish brown clayey Sand (SC)

07000

#N/A

4F-16-08 s03

Water Content b54 x

617.88

Oven-Dried Soil Broken Up Before Selecting Partial sample:

Partial or Whole Test Specimen

Soil Retained (after washing)

+200 b54

Water Content

XXXXX

XXXXX XXXXX

XXXXX

40.2

XXXXXXXX

3/8"= 0.25

#4 = 0.1

#10 = 0.1

XXXXX

1 1/2"=10

3/4"= 1.1

3/8 "

1/2 "

08/09/16

XXXXXXXX

XXXXX

XXXXX

251.28

206.41

40.2

133.5 68.2

Total Specimen % Finer N'

50.8

1 1/2"

XXXXXXXXXX252.77

GD TJO TJO

XXXXX

197.97 b54

0.03

12.89

450.81

197.97

252.84

Wash 200 Natomas Reach H 4F-16-09 s02 2ft.xlsx URS

Project Name: Sample No.:

Project Engineer: Depth (ft):

Visual Description:

SPECIMEN: Tested From: Selection Method:

Bulk Sample x Other ____ Sieves (1) - whole sample used SPT Sample Thin-Walled Tube Sieves (1) - partial sample used & selected by Method(s)

Calif. Sample Engr. Test Specimen's WC c Method Whole sample used (a): Splitter; (use for dry soils or that which will segregate) See Bulk Sample Processing Form (b): Quartering; (use for dry soils or that which will segregate)

Preparation: Sample/Specimen: Test Method (D1140) (c) : Representative scoop after mixing, or slice of intact sample.

As-Received x Method A not dispersed (use for moist soils or that which will not segregate)

Air Dried Method B x is dispersed Oven-Dried

Washing: No Yes No x Whole Specimen Washed on No. 200 sieve ? x Yes By: Mortar & Pestle Hand

Retained Fraction: 1st Split Washed ? Pulverizer Other Fine Fraction Washed on No. 200 sieve ? and Soil Soaked for: 7 hrs.

As Recieved Container No.

Min. sieve size in sieving sequence (3) Wet, M1 (g)

Container Number Dry, M2 (g)

Mass of Container and Dry Soil, (g) Cont.,M3 (g)

Mass of Container, (g)

Dry Soil, Ws (g) SIEVING RESULTS % error:

See Sieve Cum. Mass

(1) No. / (2) Retained (g)

3 "

2 "

1 1/2"

1 "

3/4 "

1/2 "

3/8 "

4 #4 / 325

Pan #10 / 180

SUMMARY: Shape & Filter Parameters #20 / 115

% COBBLES D60 D85 #40 / 75

% GRAVEL D30 D15 #60 / 60

% SAND D10 D50 #100 / 40

% FINES Cu = Cc = #140 / 30

Cu = D60 / D10 Cc = D30^2 / (D60 * D10) #200 / 20

(1) X in box denotes sieve on which split was made Pan

(2) Proposed allowable amount of soil retained on 8" dia. Sieve. Mica Noted: x No Yes Amount Adjective:

(3) Sieve size given, denotes min. sieve size used in the appropriate sieving sequence.

SET-UP BY: DATE CALCULATED BY: CHECKED BY:

SUBMITTED BY:

586.44

204.4

Sieve No.

Cum. Mass Retained (g)

382.04

Total Specimen % Finer N'

Partial Test Specimen

Req. Mass of Test Spec. for

1% (kg)

3"= 70 3 "

2 "

1 "

3/4 "

GRADATION OF SOILS by Sieving using Soil Sieve Sizes & with Water Content ASTM D1140 and D2216

Total Test Specimen with Coarse FractionMASS OF TEST SPECIMEN (g)

2.0

60424293 USACE Natomas Basin Reach H Project

RN

Yellowish brown sandy Clay (CL)

07000

#N/A

4F-16-09 s03

Water Content b85 x

639.16

586.44

Oven-Dried Soil Broken Up Before Selecting Partial sample:

Partial or Whole Test Specimen

Soil Retained (after washing)

+200 b85

Water Content

XXXXX

XXXXX XXXXX

XXXXX

50.1

XXXXXXXX

3/8"= 0.25

#4 = 0.1

#10 = 0.1

XXXXX

1 1/2"=10

3/4"= 1.1

3/8 "

1/2 "

08/09/16

XXXXXXXX

XXXXX

XXXXX

190.78

162.09

50.1

108.54 71.6

Total Specimen % Finer N'

57.6

1 1/2"

XXXXXXXXXX192.7

GD TJO TJO

XXXXX

204.4 b85

0.01

13.80

397.09

204.4

192.69

Wash 200 Natomas Reach H 4F-16-10 s01 0.5ft.xlsx URS

Project Name: Sample No.:

Project Engineer: Depth (ft):

Visual Description:

SPECIMEN: Tested From: Selection Method:

Bulk Sample x Other ____ Sieves (1) - whole sample used SPT Sample Thin-Walled Tube Sieves (1) - partial sample used & selected by Method(s)

Calif. Sample Engr. Test Specimen's WC c Method Whole sample used (a): Splitter; (use for dry soils or that which will segregate) See Bulk Sample Processing Form (b): Quartering; (use for dry soils or that which will segregate)

Preparation: Sample/Specimen: Test Method (D1140) (c) : Representative scoop after mixing, or slice of intact sample.

As-Received x Method A not dispersed (use for moist soils or that which will not segregate)

Air Dried Method B x is dispersed Oven-Dried

Washing: No Yes No x Whole Specimen Washed on No. 200 sieve ? x Yes By: Mortar & Pestle Hand

Retained Fraction: 1st Split Washed ? Pulverizer Other Fine Fraction Washed on No. 200 sieve ? and Soil Soaked for: 7 hrs.

As Recieved Container No.

Min. sieve size in sieving sequence (3) Wet, M1 (g)

Container Number Dry, M2 (g)

Mass of Container and Dry Soil, (g) Cont.,M3 (g)

Mass of Container, (g)

Dry Soil, Ws (g) SIEVING RESULTS % error:

See Sieve Cum. Mass

(1) No. / (2) Retained (g)

3 "

2 "

1 1/2"

1 "

3/4 "

1/2 "

3/8 "

4 #4 / 325

Pan #10 / 180

SUMMARY: Shape & Filter Parameters #20 / 115

% COBBLES D60 D85 #40 / 75

% GRAVEL D30 D15 #60 / 60

% SAND D10 D50 #100 / 40

% FINES Cu = Cc = #140 / 30

Cu = D60 / D10 Cc = D30^2 / (D60 * D10) #200 / 20

(1) X in box denotes sieve on which split was made Pan

(2) Proposed allowable amount of soil retained on 8" dia. Sieve. Mica Noted: x No Yes Amount Adjective:

(3) Sieve size given, denotes min. sieve size used in the appropriate sieving sequence.

SET-UP BY: DATE CALCULATED BY: CHECKED BY:

SUBMITTED BY:

585.84

200.56

Sieve No.

Cum. Mass Retained (g)

385.28

Total Specimen % Finer N'

Partial Test Specimen

Req. Mass of Test Spec. for

1% (kg)

3"= 70 3 "

2 "

1 "

3/4 "

GRADATION OF SOILS by Sieving using Soil Sieve Sizes & with Water Content ASTM D1140 and D2216

Total Test Specimen with Coarse FractionMASS OF TEST SPECIMEN (g)

0.5

60424293 USACE Natomas Basin Reach H Project

RN

Dark yellowish brown sandy Clay (CL)

07000

#N/A

4F-16-10 s01

Water Content b57 x

622.68

585.84

Oven-Dried Soil Broken Up Before Selecting Partial sample:

Partial or Whole Test Specimen

Soil Retained (after washing)

+200 b57

Water Content

XXXXX

XXXXX XXXXX

XXXXX

54.2

XXXXXXXX

3/8"= 0.25

#4 = 0.1

#10 = 0.1

XXXXX

1 1/2"=10

3/4"= 1.1

3/8 "

1/2 "

08/09/16

XXXXXXXX

XXXXX

XXXXX

176.65

140.93

54.2

78.85 79.5

Total Specimen % Finer N'

63.4

1 1/2"

XXXXXXXXXX178.28

GD TJO TJO

XXXXX

200.56 b57

0.03

9.56

378.89

200.56

178.33