04_140R2024R0017_Part9_of_18_0004.pdf

Appendix D Laboratory Test Results

ATTERBERG LIMITS

Summary Report

ASTM D-4318

Client : Project No: Lab Log No.:

CH2M Hill Project Name: Report Date:

HMRD Arroyo Canal Fish Screen and Sack Dam Fish Passage

LIQUID PLASTIC PLASTIC

LSN LIMIT LIMIT INDEX

3317A SB-1 @ 5-6.5' 28 16 12

3317C SB-1 @ 31-31.5' Brass NP NP NP

3317F + SB-1 @ 65-66.5' 25 18 7

3317H x Shelby SB-1 @ 20-22.5' 35 16 19

3317J - SB-2 @ 4-5.2' NP NP NP

3317K SB-2 @ 9.8-10.5' 19 15 4

3317L SB-2 @ 14-15.5' NP NP NP

3317S SB-3 @ 10-11.5' 35 25 10

3317U SB-3 @ 20.5-21' Brass 24 17 7

3317V SB-3 @ 25-26.5' NP NP NP

3317W SB-3 @ 45-46.5' 32 23 9

3317AA Shelby SB-3 @ 30-32' NP NP NP

Note: NP = Nonplastic (ASTM D-4318, 19.1.4) * Visual Classification based on ASTM D-2488

Print Date: Entered By: Rev. By: Lab Log No.:

DCN: PI-rp (rev. 1/23/09)

S Y

M B

O L

January 27, 2012

SAMPLE

IDENTIFICATION

2011.A151

SAMPLE

331701/31/12 L : Labexcel \ Projects \2020 \ 2011.A \ 3317-PI-Base.xls

This testing is based up on accepted industry practice as well as the test method listed. These results apply only to the samples supplied and tested for the above referenced job.

Brown Clayey Sand (SC)

Dark Gray Lean Clay

Brown Poorly Graded Sand w/ Silt (SP-SM)

Brown Silt (ML)

Brown Silty Sand (SM)

Brown Lean Clay w/ Sand (CL)

Dark Gray Silty Sand

DESCRIPTION

Brown Clayey Sand (SC)

Brown Sandy Silt (ML)

Brown Lean Clay

Brown Silty Sand (SM)

Brown Silty Sand (SM)

PLASTICITY CHART

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

LIQUID LIMIT (LL)

P L

A S

T

IC

IN

D

E X

P

I)

CL - ML

ML or OL

MH or OH

CL or OL

CH or OH U - Line

A - Line

ASTM D-4318

Client : Project No: Lab Log No.:

CH2M Hill Project Name: Report Date:

HMRD Arroyo Canal Fish Screen and Sack Dam Fish Passage

LIQUID PLASTIC PLASTIC

LSN LIMIT LIMIT INDEX

3317AB SB-4 @ 10-11.5' NP NP NP

3317AC SB-4 @ 19.3-20.8' NP NP NP

3317AD + SB-4 @ 31-31.5' Brass NP NP NP

3317AF x SB-4 @ 50-51.5' 28 21 7

3317AI - SB-5 @ 10-11.5' 24 21 3

3317AJ SB-5 @ 15-16.5' NP NP NP

3317AK SB-5 @ 25-26.5' 27 23 4

3317AL SB-5 @ 31-31.5' 30 20 10

3317AN SB-5 @ 46-46.5' Brass 29 17 12

3317AO SB-6 @ 10-11.5' NP NP NP

3317AR SB-6 @ 50-51.5' 41 20 21

3317AS SB-6 @ 60-60.5' NP NP NP

Note: NP = Nonplastic (ASTM D-4318, 19.1.4) * Visual Classification based on ASTM D-2488

Print Date: Entered By: Rev. By: Lab Log No.:

DCN: PI-rp (rev. 1/23/09)

Brown Silty Sand (SM)

Brown Lean Clay w/ Sand (CL)

Brown Silty Sand (SM)

DESCRIPTION

Brown Silty Sand

Brown Silty Sand (SM)

Brown Silty Sand (SM)

Brown Sandy Silt (ML)

Brown Sandy Silt (ML)

Brown Lean Clay w/ Sand

Brown Lean Clay w/ Sand

Brown Silt w/ Sand (ML)

Brown Lean Clay w/ Sand

331701/31/12 L : Labexcel \ Projects \2020 \ 2011.A \ 3317-PI-Base.xls

This testing is based up on accepted industry practice as well as the test method listed. These results apply only to the samples supplied and tested for the above referenced job.

S Y

M B

O L

January 27, 2012

SAMPLE

IDENTIFICATION

2011.A151

SAMPLE

PLASTICITY CHART

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

LIQUID LIMIT (LL)

P L

A S

T

IC

IN

D

E X

P

I)

CL - ML

ML or OL

MH or OH

CL or OL

CH or OH

ASTM D-4318

Client : Project No: Lab Log No.:

CH2M Hill Project Name: Report Date:

HMRD Arroyo Canal Fish Screen and Sack Dam Fish Passage

LIQUID PLASTIC PLASTIC

LSN LIMIT LIMIT INDEX

3317AU Shelby SB-6 @ 12-14.5' 38 26 12

3317AW Shelby SB-6 @ 30-32' 28 15 13

3317AY + SB-7 @ 4' 20 15 5

3317AZ x SB-7 @ 11' 22 13 9

3317BA - SB-7 @ 29' 30 19 11

3317BB SB-7 @ 35-35.5' 34 23 11

3317BD Shelby SB-7 @ 14-16' 23 17 6

3317BE SB-8 @ 10-11.5' 25 15 10

3317BF SB-8 @ 20' NP NP NP

3317BH SB-8 @ 45' 24 18 6

3317BI SB-8 @ 55' 33 23 10

3317BJ SB-8 @ 61-61.5' Brass 30 15 15

Note: NP = Nonplastic (ASTM D-4318, 19.1.4) * Visual Classification based on ASTM D-2488

Print Date: Entered By: Rev. By: Lab Log No.:

DCN: PI-rp (rev. 1/23/09)

S Y

M B

O L

January 27, 2012

SAMPLE

IDENTIFICATION

2011.A151

SAMPLE

331701/31/12 L : Labexcel \ Projects \2020 \ 2011.A \ 3317-PI-Base.xls

This testing is based up on accepted industry practice as well as the test method listed. These results apply only to the samples supplied and tested for the above referenced job.

Brown Silty Sand (SM)

Brown Clayey Sand (SC)

Brown Sandy Lean Clay (CL)

Brown Sandy Clay (CL)

Brown Silty Clay

Brown Lean Clay

Brown Lean Clay

DESCRIPTION

Brown Silt

Brown Lean Clay w/ Sand (CL)

Brown Silty Clayey Sand (SC-SM)

Brown Lean Clay

Brown Sandy Silty Clay (CL-ML)

PLASTICITY CHART

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

LIQUID LIMIT (LL)

P L

A S

T

IC

IN

D

E X

P

I)

CL - ML

ML or OL

MH or OH

CL or OL

CH or OH

ASTM D-4318

Client : Project No: Lab Log No.:

CH2M Hill Project Name: Report Date:

HMRD Arroyo Canal Fish Screen and Sack Dam Fish Passage

LIQUID PLASTIC PLASTIC

LSN LIMIT LIMIT INDEX

3317BK Shelby SB-8 @ 15-17.5' 49 24 25

3317BL SB-9 @ 5-6.5' 31 20 11

3317BM + SB-9 @ 15-16.5' NP NP NP

3317BP x SB-9 @ 45-46.5' 30 19 11

3317BQ - SB-9 @ 55-56.5' 41 28 13

3317BT SB-10 @ 25-25.5' Brass 34 27 7

3317BW SB-10 @ 39.5-41' 20 15 5

3317BY SB-10 @ 49.5-51' 33 21 12

3317BZ Shelby SB-11 @ 4.5-6.5' 25 19 6

3317CD TP-8 @ 2-4' 23 15 8

Note: NP = Nonplastic (ASTM D-4318, 19.1.4) * Visual Classification based on ASTM D-2488

Print Date: Entered By: Rev. By: Lab Log No.:

DCN: PI-rp (rev. 1/23/09)

Brown Sandy Clay (CL)

DESCRIPTION

Brown Lean Clay

Brown Lean Clay w/ Sand (CL)

Brown Silty Sand (SM)

Brown Silt

Brown Silty, Clayey Sand (SC-SM)

Brown Sandy Silty Clay

Brown Lean Clay w/ Sand (CL)

Brown Silt

Brown Lean Clay

331701/31/12 L : Labexcel \ Projects \2020 \ 2011.A \ 3317-PI-Base.xls

This testing is based up on accepted industry practice as well as the test method listed. These results apply only to the samples supplied and tested for the above referenced job.

S Y

M B

O L

January 27, 2012

SAMPLE

IDENTIFICATION

2011.A151

SAMPLE

PLASTICITY CHART

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

LIQUID LIMIT (LL)

P L

A S

T

IC

IN

D

E X

P

I)

CL - ML

ML or OL

MH or OH

CL or OL

CH or OH

PARTICLE SIZE ANALYSIS

Test Report

ASTM D-422

Client : Project No: Lab Sample No:

Project Name: Report Date:

HMRD ARROYO CANAL FISH SCREEN AND SACK DAM FISH PASSAGE

COARSE

* Description

Size Passing, mm D60 = D10 =

Coefficient of Curvature, Cc: Coefficient of Uniformity, Cu: N/A Fineness Modulus = 1.38

* Visual Classification based on ASTM D-2488

Note: * Percentages are +/- 0.1% based on computer rounding as allowed by ASTM D-6026-01 Section 5.2.3.

L : Labexcel \ Projects \ 1920 \ 2011.A \ 3317A-MA Print Date: Reviewed By: LSN:

DCN: MA-rp (rev. 8/18/11)

0.38

S ym bo l

01/27/12 3317A

SB-1 @ 5-6.5' Brown Clayey Sand (SC)

N/A

N/A

This testing is based up on accepted industry practice as well as the test method listed. These results apply only to the samples supplied and tested for the above referenced job.

3317A

% Silt - Clay

CH2M HILL 2011.A151

US STANDARD SIEVE SIZE No.

FINE

US SIEVE SIZE, INCHES

FINE

Sample ID

BOULDERS COBBLES

January 12, 2012

GRAVEL

MEDIUM

SAND

COARSE

SILT AND CLAY

D30 =

HYDROMETER

% Sand% Gravel

N/A

0.0 57.2 42.8

1006" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 200

0.000.010.101.0010.00100.001000.00

Particle Diameter, mm

Pe rc en t P as si ng

Pe rc en t R et ai ne d

ASTM D-422

Client : Project No: Lab Sample No:

Project Name: Report Date:

HMRD ARROYO CANAL FISH SCREEN AND SACK DAM FISH PASSAGE

COARSE

Description

Size Passing, mm D60 = D10 =

Coefficient of Curvature, Cc: Coefficient of Uniformity, Cu: N/A Fineness Modulus = 0.31

Note: * Percentages are +/- 0.1% based on computer rounding as allowed by ASTM D-6026-01 Section 5.2.3.

L : Labexcel \ Projects \ 1920 \ 2011.A \ 3317C-MA Print Date: Reviewed By: LSN:

DCN: MA-rp (rev. 8/18/11)

0.10

S ym bo l

01/27/12 3317C

SB-1 @ 31-31.5'

Brass

Brown Sandy Silt (ML)

N/A

N/A

This testing is based up on accepted industry practice as well as the test method listed. These results apply only to the samples supplied and tested for the above referenced job.

3317C

% Silt - Clay

CH2M HILL 2011.A151

US STANDARD SIEVE SIZE No.

FINE

US SIEVE SIZE, INCHES

FINE

Sample ID

BOULDERS COBBLES

January 25, 2012

GRAVEL

MEDIUM

SAND

COARSE

SILT AND CLAY

D30 =

HYDROMETER

% Sand% Gravel

N/A

0.0 48.3 51.7

1006" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 200

0.000.010.101.0010.00100.001000.00

Particle Diameter, mm

Pe rc en t P as si ng

Pe rc en t R et ai

ASTM D-422

Client : Project No: Lab Sample No:

Project Name: Report Date:

HMRD ARROYO CANAL FISH SCREEN AND SACK DAM FISH PASSAGE

COARSE

* Description

Size Passing, mm D60 = D10 =

Coefficient of Curvature, Cc: Coefficient of Uniformity, Cu: N/A Fineness Modulus = 0.10

* Visual Classification based on ASTM D-2488

Note: * Percentages are +/- 0.1% based on computer rounding as allowed by ASTM D-6026-01 Section 5.2.3.

L : Labexcel \ Projects \ 1920 \ 2011.A \ 3317G-MA Print Date: Reviewed By: LSN:

DCN: MA-rp (rev. 8/18/11)

D30 =

HYDROMETER

% Sand% Gravel

N/A

0.0 46.5 53.5

BOULDERS COBBLES

January 25, 2012

GRAVEL

MEDIUM

SAND

COARSE

SILT AND CLAY

3317G

% Silt - Clay

CH2M HILL 2011.A151

US STANDARD SIEVE SIZE No.

FINE

US SIEVE SIZE, INCHES

FINE

Sample ID

0.09

S ym bo l

01/26/12 3317G

Shelby SB-1 @ 10-12.5'

Brown Sandy Silty Clay

N/A

N/A

This testing is based up on accepted industry practice as well as the test method listed. These results apply only to the samples supplied and tested for the above referenced job.

1006" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 200

0.000.010.101.0010.00100.001000.00

Particle Diameter, mm

Pe rc en t P as si ng

Pe rc en t R et ai

ASTM D-422

Client : Project No: Lab Sample No:

Project Name: Report Date:

HMRD ARROYO CANAL FISH SCREEN AND SACK DAM FISH PASSAGE

COARSE

* Description

Size Passing, mm D60 = D10 =

Coefficient of Curvature, Cc: Coefficient of Uniformity, Cu: 3.20 Fineness Modulus = 2.37

* Visual Classification based on ASTM D-2488

Note: * Percentages are +/- 0.1% based on computer rounding as allowed by ASTM D-6026-01 Section 5.2.3.

L : Labexcel \ Projects \ 1920 \ 2011.A \ 3317J-MA Print Date: Reviewed By: LSN:

DCN: MA-rp (rev. 8/18/11)

D30 =

HYDROMETER

% Sand% Gravel

0.20

2.7 92.3 5.1

BOULDERS COBBLES

January 12, 2012

GRAVEL

MEDIUM

SAND

COARSE

SILT AND CLAY

3317J

% Silt - Clay

CH2M HILL 2011.A151

US STANDARD SIEVE SIZE No.

FINE

US SIEVE SIZE, INCHES

FINE

Sample ID

0.63

S ym bo l

01/27/12 3317J

SB-2 @ 4-5.2'

Brown Poorly Graded Sand w/ Silt (SP-SM)

1.22

0.39

This testing is based up on accepted industry practice as well as the test method listed. These results apply only to the samples supplied and tested for the above referenced job.

1006" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 200

0.000.010.101.0010.00100.001000.00

Particle Diameter, mm

Pe rc en t P as si ng

Pe rc en t R et ai

ASTM D-422

Client : Project No: Lab Sample No:

Project Name: Report Date:

HMRD ARROYO CANAL FISH SCREEN AND SACK DAM FISH PASSAGE

COARSE

Description

Size Passing, mm D60 = D10 =

Coefficient of Curvature, Cc: Coefficient of Uniformity, Cu: N/A Fineness Modulus = 0.42

Note: * Percentages are +/- 0.1% based on computer rounding as allowed by ASTM D-6026-01 Section 5.2.3.

L : Labexcel \ Projects \ 1920 \ 2011.A \ 3317K-MA Print Date: Reviewed By: LSN:

DCN: MA-rp (rev. 8/18/11)

0.12

S ym bo l

01/27/12 3317K

SB-2 @ 9.8-10.5' Brown Silty Sand (SM)

N/A

N/A

This testing is based up on accepted industry practice as well as the test method listed. These results apply only to the samples supplied and tested for the above referenced job.

3317K

% Silt - Clay

CH2M HILL 2011.A151

US STANDARD SIEVE SIZE No.

FINE

US SIEVE SIZE, INCHES

FINE

Sample ID

BOULDERS COBBLES

January 12, 2012

GRAVEL

MEDIUM

SAND

COARSE

SILT AND CLAY

D30 =

HYDROMETER

% Sand% Gravel

N/A

0.0 55.8 44.2

1006" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 200

0.000.010.101.0010.00100.001000.00

Particle Diameter, mm

Pe rc en t P as si ng

Pe rc en t R et ai

ASTM D-422

Client : Project No: Lab Sample No:

Project Name: Report Date:

HMRD ARROYO CANAL FISH SCREEN AND SACK DAM FISH PASSAGE

COARSE

Description

Size Passing, mm D60 = D10 =

Coefficient of Curvature, Cc: Coefficient of Uniformity, Cu: N/A Fineness Modulus = 1.51

Note: * Percentages are +/- 0.1% based on computer rounding as allowed by ASTM D-6026-01 Section 5.2.3.

L : Labexcel \ Projects \ 1920 \ 2011.A \ 3317L-MA Print Date: Reviewed By: LSN:

DCN: MA-rp (rev. 8/18/11)

0.20

S ym bo l

01/27/12 3317L

SB-2 @ 14-15.5' Brown Silty Sand (SM)

N/A

N/A

This testing is based up on accepted industry practice as well as the test method listed. These results apply only to the samples supplied and tested for the above referenced job.

3317L

% Silt - Clay

CH2M HILL 2011.A151

US STANDARD SIEVE SIZE No.

FINE

US SIEVE SIZE, INCHES

FINE

Sample ID

BOULDERS COBBLES

January 12, 2012

GRAVEL

MEDIUM

SAND

COARSE

SILT AND CLAY

D30 =

HYDROMETER

% Sand% Gravel

N/A

14.0 51.2 34.8

1006" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 200

0.000.010.101.0010.00100.001000.00

Particle Diameter, mm

Pe rc en t P as si ng

Pe rc en t R et ai

ASTM D-422

Client : Project No: Lab Sample No:

Project Name: Report Date:

HMRD ARROYO CANAL FISH SCREEN AND SACK DAM FISH PASSAGE

COARSE

* Description

Size Passing, mm D60 = D10 =

Coefficient of Curvature, Cc: Coefficient of Uniformity, Cu: 2.35 Fineness Modulus = 1.65

* Visual Classification based on ASTM D-2488

Note: * Percentages are +/- 0.1% based on computer rounding as allowed by ASTM D-6026-01 Section 5.2.3.

L : Labexcel \ Projects \ 1920 \ 2011.A \ 3317N-MA Print Date: Reviewed By: LSN:

DCN: MA-rp (rev. 8/18/11)

0.38

S ym bo l

01/26/12 3317N

SB-2 @ 35-35.5'

Brass

Brown Sand

1.06

0.26

This testing is based up on accepted industry practice as well as the test method listed. These results apply only to the samples supplied and tested for the above referenced job.

3317N

% Silt - Clay

CH2M HILL 2011.A151

US STANDARD SIEVE SIZE No.

FINE

US SIEVE SIZE, INCHES

FINE

Sample ID

BOULDERS COBBLES

January 25, 2012

GRAVEL

MEDIUM

SAND

COARSE

SILT AND CLAY

D30 =

HYDROMETER

% Sand% Gravel

0.16

0.0 96.8 3.2

1006" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 200

0.000.010.101.0010.00100.001000.00

Particle Diameter, mm

Pe rc en t P as si ng

Pe rc en t R et ai

ASTM D-422

Client : Project No: Lab Sample No:

Project Name: Report Date:

HMRD ARROYO CANAL FISH SCREEN AND SACK DAM FISH PASSAGE

COARSE

Description

Size Passing, mm D60 = D10 =

Coefficient of Curvature, Cc: Coefficient of Uniformity, Cu: N/A Fineness Modulus = 0.43

Note: * Percentages are +/- 0.1% based on computer rounding as allowed by ASTM D-6026-01 Section 5.2.3.

L : Labexcel \ Projects \ 1920 \ 2011.A \ 3317V-MA Print Date: Reviewed By: LSN:

DCN: MA-rp (rev. 8/18/11)

D30 =

HYDROMETER

% Sand% Gravel

N/A

0.0 56.0 44.0

BOULDERS COBBLES

January 12, 2012

GRAVEL

MEDIUM

SAND

COARSE

SILT AND CLAY

3317V

% Silt - Clay

CH2M HILL 2011.A151

US STANDARD SIEVE SIZE No.

FINE

US SIEVE SIZE, INCHES

FINE

Sample ID

0.12

S ym bo l

01/27/12 3317V

SB-3 @ 25-26.5' Brown Silty Sand (SM)

N/A

N/A

This testing is based up on accepted industry practice as well as the test method listed. These results apply only to the samples supplied and tested for the above referenced job.

1006" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 200

0.000.010.101.0010.00100.001000.00

Particle Diameter, mm

Pe rc en t P as si ng

Pe rc en t R et ai

ASTM D-422

Client : Project No: Lab Sample No:

Project Name: Report Date:

HMRD ARROYO CANAL FISH SCREEN AND SACK DAM FISH PASSAGE

COARSE

* Description

Size Passing, mm D60 = D10 =

Coefficient of Curvature, Cc: Coefficient of Uniformity, Cu: N/A Fineness Modulus = 0.14

* Visual Classification based on ASTM D-2488

Note: * Percentages are +/- 0.1% based on computer rounding as allowed by ASTM D-6026-01 Section 5.2.3.

L : Labexcel \ Projects \ 1920 \ 2011.A \ 3317Z-MA Print Date: Reviewed By: LSN:

DCN: MA-rp (rev. 8/18/11)

N/A

S ym bo l

01/26/12 3317Z

Shelby SB-3 @ 17- 17.7'

Brown Silty Clay

N/A

N/A

This testing is based up on accepted industry practice as well as the test method listed. These results apply only to the samples supplied and tested for the above referenced job.

3317Z

% Silt - Clay

CH2M HILL 2011.A151

US STANDARD SIEVE SIZE No.

FINE

US SIEVE SIZE, INCHES

FINE

Sample ID

BOULDERS COBBLES

January 25, 2012

GRAVEL

MEDIUM

SAND

COARSE

SILT AND CLAY

D30 =

HYDROMETER

% Sand% Gravel

N/A

0.0 14.6 85.4

1006" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 200

0.000.010.101.0010.00100.001000.00

Particle Diameter, mm

Pe rc en t P as si ng

Pe rc en t R et ai

ASTM D-422

Client : Project No: Lab Sample No:

Project Name: Report Date:

HMRD ARROYO CANAL FISH SCREEN AND SACK DAM FISH PASSAGE

COARSE

Description

Size Passing, mm D60 = D10 =

Coefficient of Curvature, Cc: Coefficient of Uniformity, Cu: N/A Fineness Modulus = 0.58

Note: * Percentages are +/- 0.1% based on computer rounding as allowed by ASTM D-6026-01 Section 5.2.3.

L : Labexcel \ Projects \ 1920 \ 2011.A \ 3317AC-MA Print Date: Reviewed By: LSN:

DCN: MA-rp (rev. 8/18/11)

0.15

S ym bo l

01/27/12 3317AC

SB-4 @ 19.3-20.8' Brown Silty Sand (SM)

N/A

0.09

This testing is based up on accepted industry practice as well as the test method listed. These results apply only to the samples supplied and tested for the above referenced job.

3317AC

% Silt - Clay

CH2M HILL 2011.A151

US STANDARD SIEVE SIZE No.

FINE

US SIEVE SIZE, INCHES

FINE

Sample ID

BOULDERS COBBLES

January 12, 2012

GRAVEL

MEDIUM

SAND

COARSE

SILT AND CLAY

D30 =

HYDROMETER

% Sand% Gravel

N/A

0.0 75.8 24.2

1006" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 200

0.000.010.101.0010.00100.001000.00

Particle Diameter, mm

Pe rc en t P as si ng

Pe rc en t R et ai

ASTM D-422

Client : Project No: Lab Sample No:

Project Name: Report Date:

HMRD ARROYO CANAL FISH SCREEN AND SACK DAM FISH PASSAGE

COARSE

Description

Size Passing, mm D60 = D10 =

Coefficient of Curvature, Cc: Coefficient of Uniformity, Cu: N/A Fineness Modulus = 0.56

Note: * Percentages are +/- 0.1% based on computer rounding as allowed by ASTM D-6026-01 Section 5.2.3.

L : Labexcel \ Projects \ 1920 \ 2011.A \ 3317AD-MA Print Date: Reviewed By: LSN:

DCN: MA-rp (rev. 8/18/11)

0.14

S ym bo l

01/26/12 3317AD

SB-4 @ 31-31.5'

Brass

Brown Silty Sand (SM)

N/A

N/A

This testing is based up on accepted industry practice as well as the test method listed. These results apply only to the samples supplied and tested for the above referenced job.

3317AD

% Silt - Clay

CH2M HILL 2011.A151

US STANDARD SIEVE SIZE No.

FINE

US SIEVE SIZE, INCHES

FINE

Sample ID

BOULDERS COBBLES

January 25, 2012

GRAVEL

MEDIUM

SAND

COARSE

SILT AND CLAY

D30 =

HYDROMETER

% Sand% Gravel

N/A

0.0 69.3 30.7

1006" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 200

0.000.010.101.0010.00100.001000.00

Particle Diameter, mm

Pe rc en t P as si ng

Pe rc en t R et ai

ASTM D-422

Client : Project No: Lab Sample No:

Project Name: Report Date:

HMRD ARROYO CANAL FISH SCREEN AND SACK DAM FISH PASSAGE

COARSE

* Description

Size Passing, mm D60 = D10 =

Coefficient of Curvature, Cc: Coefficient of Uniformity, Cu: 2.52 Fineness Modulus = 1.72

* Visual Classification based on ASTM D-2488

Note: * Percentages are +/- 0.1% based on computer rounding as allowed by ASTM D-6026-01 Section 5.2.3.

L : Labexcel \ Projects \ 1920 \ 2011.A \ 3317AH-MA Print Date: Reviewed By: LSN:

DCN: MA-rp (rev. 8/18/11)

0.38

S ym bo l

01/27/12 3317AH

SB-5 @ 8-9.5'

Brown Poorly Graded Sand w/ Silty Clay

1.13

0.25

This testing is based up on accepted industry practice as well as the test method listed. These results apply only to the samples supplied and tested for the above referenced job.

3317AH

% Silt - Clay

CH2M HILL 2011.A151

US STANDARD SIEVE SIZE No.

FINE

US SIEVE SIZE, INCHES

FINE

Sample ID

BOULDERS COBBLES

January 12, 2012

GRAVEL

MEDIUM

SAND

COARSE

SILT AND CLAY

D30 =

HYDROMETER

% Sand% Gravel

0.15

1.3 92.8 5.9

1006" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 200

0.000.010.101.0010.00100.001000.00

Particle Diameter, mm

Pe rc en t P as si ng

Pe rc en t R et ai

ASTM D-422

Client : Project No: Lab Sample No:

Project Name: Report Date:

HMRD ARROYO CANAL FISH SCREEN AND SACK DAM FISH PASSAGE

COARSE

Description

Size Passing, mm D60 = D10 =

Coefficient of Curvature, Cc: Coefficient of Uniformity, Cu: N/A Fineness Modulus = 0.18

Note: * Percentages are +/- 0.1% based on computer rounding as allowed by ASTM D-6026-01 Section 5.2.3.

L : Labexcel \ Projects \ 1920 \ 2011.A \ 3317AI-MA Print Date: Reviewed By: LSN:

DCN: MA-rp (rev. 8/18/11)

N/A

S ym bo l

01/27/12 3317AI

SB-5 @ 10-11.5' Brown Silt w/ Sand (ML)

N/A

N/A

This testing is based up on accepted industry practice as well as the test method listed. These results apply only to the samples supplied and tested for the above referenced job.

3317AI

% Silt - Clay

CH2M HILL 2011.A151

US STANDARD SIEVE SIZE No.

FINE

US SIEVE SIZE, INCHES

FINE

Sample ID

BOULDERS COBBLES

January 12, 2012

GRAVEL

MEDIUM

SAND

COARSE

SILT AND CLAY

D30 =

HYDROMETER

% Sand% Gravel

N/A

0.0 21.2 78.8

1006" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 200

0.000.010.101.0010.00100.001000.00

Particle Diameter, mm

Pe rc en t P as si ng

Pe rc en t R et ai

ASTM D-422

Client : Project No: Lab Sample No:

Project Name: Report Date:

HMRD ARROYO CANAL FISH SCREEN AND SACK DAM FISH PASSAGE

COARSE

Description

Size Passing, mm D60 = D10 =

Coefficient of Curvature, Cc: Coefficient of Uniformity, Cu: N/A Fineness Modulus = 0.31

Note: * Percentages are +/- 0.1% based on computer rounding as allowed by ASTM D-6026-01 Section 5.2.3.

L : Labexcel \ Projects \ 1920 \ 2011.A \ 3317AJ-MA Print Date: Reviewed By: LSN:

DCN: MA-rp (rev. 8/18/11)

D30 =

HYDROMETER

% Sand% Gravel

N/A

0.0 48.5 51.5

BOULDERS COBBLES

January 12, 2012

GRAVEL

MEDIUM

SAND

COARSE

SILT AND CLAY

3317AJ

% Silt - Clay

CH2M HILL 2011.A151

US STANDARD SIEVE SIZE No.

FINE

US SIEVE SIZE, INCHES

FINE

Sample ID

0.10

S ym bo l

01/27/12 3317AJ

SB-5 @ 15-16.5' Brown Sandy Silt (ML)

N/A

N/A

This testing is based up on accepted industry practice as well as the test method listed. These results apply only to the samples supplied and tested for the above referenced job.

1006" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 200

0.000.010.101.0010.00100.001000.00

Particle Diameter, mm

Pe rc en t P as si ng

Pe rc en t R et ai

ASTM D-422

Client : Project No: Lab Sample No:

Project Name: Report Date:

HMRD ARROYO CANAL FISH SCREEN AND SACK DAM FISH PASSAGE

COARSE

* Description

Size Passing, mm D60 = D10 =

Coefficient of Curvature, Cc: Coefficient of Uniformity, Cu: N/A Fineness Modulus = 1.46

* Visual Classification based on ASTM D-2488

Note: * Percentages are +/- 0.1% based on computer rounding as allowed by ASTM D-6026-01 Section 5.2.3.

L : Labexcel \ Projects \ 1920 \ 2011.A \ 3317AP-MA Print Date: Reviewed By: LSN:

DCN: MA-rp (rev. 8/18/11)

D30 =

HYDROMETER

% Sand% Gravel

N/A

0.0 86.0 14.0

BOULDERS COBBLES

January 12, 2012

GRAVEL

MEDIUM

SAND

COARSE

SILT AND CLAY

3317AP

% Silt - Clay

CH2M HILL 2011.A151

US STANDARD SIEVE SIZE No.

FINE

US SIEVE SIZE, INCHES

FINE

Sample ID

0.38

S ym bo l

01/27/12 3317AP

SB-6 @ 22.5-24'

Brown Silty, Clayey Sand (SC-

SM)

N/A

0.16

This testing is based up on accepted industry practice as well as the test method listed. These results apply only to the samples supplied and tested for the above referenced job.

1006" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 200

0.000.010.101.0010.00100.001000.00

Particle Diameter, mm

Pe rc en t P as si ng

Pe rc en t R et ai

ASTM D-422

Client : Project No: Lab Sample No:

Project Name: Report Date:

HMRD ARROYO CANAL FISH SCREEN AND SACK DAM FISH PASSAGE

COARSE

Description

Size Passing, mm D60 = D10 =

Coefficient of Curvature, Cc: Coefficient of Uniformity, Cu: N/A Fineness Modulus = 0.78

Note: * Percentages are +/- 0.1% based on computer rounding as allowed by ASTM D-6026-01 Section 5.2.3.

L : Labexcel \ Projects \ 1920 \ 2011.A \ 3317AS-MA Print Date: Reviewed By: LSN:

DCN: MA-rp (rev. 8/18/11)

0.21

S ym bo l

01/27/12 3317AS

SB-6 @ 60-60.5' Brown Silty Sand (SM)

N/A

0.08

This testing is based up on accepted industry practice as well as the test method listed. These results apply only to the samples supplied and tested for the above referenced job.

3317AS

% Silt - Clay

CH2M HILL 2011.A151

US STANDARD SIEVE SIZE No.

FINE

US SIEVE SIZE, INCHES

FINE

Sample ID

BOULDERS COBBLES

January 12, 2012

GRAVEL

MEDIUM

SAND

COARSE

SILT AND CLAY

D30 =

HYDROMETER

% Sand% Gravel

N/A

0.0 70.7 29.3

1006" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 200

0.000.010.101.0010.00100.001000.00

Particle Diameter, mm

Pe rc en t P as si ng

Pe rc en t R et ai

ASTM D-422

Client : Project No: Lab Sample No:

Project Name: Report Date:

HMRD ARROYO CANAL FISH SCREEN AND SACK DAM FISH PASSAGE

COARSE

Description

Size Passing, mm D60 = D10 =

Coefficient of Curvature, Cc: Coefficient of Uniformity, Cu: N/A Fineness Modulus = 0.74

Note: * Percentages are +/- 0.1% based on computer rounding as allowed by ASTM D-6026-01 Section 5.2.3.

L : Labexcel \ Projects \ 1920 \ 2011.A \ 3317AY-MA Print Date: Reviewed By: LSN:

DCN: MA-rp (rev. 8/18/11)

0.17

S ym bo l

01/27/12 3317AY

SB-7 @ 4'

Brown Silty, Clayey Sand (SC-

SM)

N/A

N/A

This testing is based up on accepted industry practice as well as the test method listed. These results apply only to the samples supplied and tested for the above referenced job.

3317AY

% Silt - Clay

CH2M HILL 2011.A151

US STANDARD SIEVE SIZE No.

FINE

US SIEVE SIZE, INCHES

FINE

Sample ID

BOULDERS COBBLES

January 12, 2012

GRAVEL

MEDIUM

SAND

COARSE

SILT AND CLAY

D30 =

HYDROMETER

% Sand% Gravel

N/A

0.0 51.9 48.1

1006" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 200

0.000.010.101.0010.00100.001000.00

Particle Diameter, mm

Pe rc en t P as si ng

Pe rc en t R et ai

ASTM D-422

Client : Project No: Lab Sample No:

Project Name: Report Date:

HMRD ARROYO CANAL FISH SCREEN AND SACK DAM FISH PASSAGE

COARSE

Description

Size Passing, mm D60 = D10 =

Coefficient of Curvature, Cc: Coefficient of Uniformity, Cu: N/A Fineness Modulus = 0.73

Note: * Percentages are +/- 0.1% based on computer rounding as allowed by ASTM D-6026-01 Section 5.2.3.

L : Labexcel \ Projects \ 1920 \ 2011.A \ 3317AZ-MA Print Date: Reviewed By: LSN:

DCN: MA-rp (rev. 8/18/11)

0.18

S ym bo l

01/27/12 3317AZ

SB-7 @ 11' Brown Clayey Sand (SC)

N/A

N/A

This testing is based up on accepted industry practice as well as the test method listed. These results apply only to the samples supplied and tested for the above referenced job.

3317AZ

% Silt - Clay

CH2M HILL 2011.A151

US STANDARD SIEVE SIZE No.

FINE

US SIEVE SIZE, INCHES

FINE

Sample ID

BOULDERS COBBLES

January 12, 2012

GRAVEL

MEDIUM

SAND

COARSE

SILT AND CLAY

D30 =

HYDROMETER

% Sand% Gravel

N/A

0.0 58.5 41.5

1006" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 200

0.000.010.101.0010.00100.001000.00

Particle Diameter, mm

Pe rc en t P as si ng

Pe rc en t R et ai

ASTM D-422

Client : Project No: Lab Sample No:

Project Name: Report Date:

HMRD ARROYO CANAL FISH SCREEN AND SACK DAM FISH PASSAGE

COARSE

* Description

Size Passing, mm D60 = D10 =

Coefficient of Curvature, Cc: Coefficient of Uniformity, Cu: N/A Fineness Modulus = 0.39

* Visual Classification based on ASTM D-2488

Note: * Percentages are +/- 0.1% based on computer rounding as allowed by ASTM D-6026-01 Section 5.2.3.

L : Labexcel \ Projects \ 1920 \ 2011.A \ 3317BE-MA Print Date: Reviewed By: LSN:

DCN: MA-rp (rev. 8/18/11)

D30 =

HYDROMETER

% Sand% Gravel

N/A

0.0 43.6 56.4

BOULDERS COBBLES

January 12, 2012

GRAVEL

MEDIUM

SAND

COARSE

SILT AND CLAY

3317BE

% Silt - Clay

CH2M HILL 2011.A151

US STANDARD SIEVE SIZE No.

FINE

US SIEVE SIZE, INCHES

FINE

Sample ID

0.09

S ym bo l

01/27/12 3317BE

SB-8 @ 10-11.5' Brown Sandy Clay (CL)

N/A

N/A

This testing is based up on accepted industry practice as well as the test method listed. These results apply only to the samples supplied and tested for the above referenced job.

1006" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 200

0.000.010.101.0010.00100.001000.00

Particle Diameter, mm

Pe rc en t P as si ng

Pe rc en t R et ai

ASTM D-422

Client : Project No: Lab Sample No:

Project Name: Report Date:

HMRD ARROYO CANAL FISH SCREEN AND SACK DAM FISH PASSAGE

COARSE

* Description

Size Passing, mm D60 = D10 =

Coefficient of Curvature, Cc: Coefficient of Uniformity, Cu: N/A Fineness Modulus = 0.37

* Visual Classification based on ASTM D-2488

Note: * Percentages are +/- 0.1% based on computer rounding as allowed by ASTM D-6026-01 Section 5.2.3.

L : Labexcel \ Projects \ 1920 \ 2011.A \ 3317BF-MA Print Date: Reviewed By: LSN:

DCN: MA-rp (rev. 8/18/11)

D30 =

HYDROMETER

% Sand% Gravel

N/A

0.0 54.5 45.5

BOULDERS COBBLES

January 12, 2012

GRAVEL

MEDIUM

SAND

COARSE

SILT AND CLAY

3317BF

% Silt - Clay

CH2M HILL 2011.A151

US STANDARD SIEVE SIZE No.

FINE

US SIEVE SIZE, INCHES

FINE

Sample ID

0.12

S ym bo l

01/27/12 3317BF

SB-8 @ 20' Brown Silty Sand (SM)

N/A

N/A

This testing is based up on accepted industry practice as well as the test method listed. These results apply only to the samples supplied and tested for the above referenced job.

1006" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 200

0.000.010.101.0010.00100.001000.00

Particle Diameter, mm

Pe rc en t P as si ng

Pe rc en t R et ai

ASTM D-422

Client : Project No: Lab Sample No:

Project Name: Report Date:

HMRD ARROYO CANAL FISH SCREEN AND SACK DAM FISH PASSAGE

COARSE

* Description

Size Passing, mm D60 = D10 =

Coefficient of Curvature, Cc: Coefficient of Uniformity, Cu: N/A Fineness Modulus = 1.47

* Visual Classification based on ASTM D-2488

Note: * Percentages are +/- 0.1% based on computer rounding as allowed by ASTM D-6026-01 Section 5.2.3.

L : Labexcel \ Projects \ 1920 \ 2011.A \ 3317BO-MA Print Date: Reviewed By: LSN:

DCN: MA-rp (rev. 8/18/11)

0.39

S ym bo l

01/27/12 3317BO

SB-9 @ 40.5-41.5' Brown Silty, Clayey Sand

N/A

0.13

This testing is based up on accepted industry practice as well as the test method listed. These results apply only to the samples supplied and tested for the above referenced job.

3317BO

% Silt - Clay

CH2M HILL 2011.A151

US STANDARD SIEVE SIZE No.

FINE

US SIEVE SIZE, INCHES

FINE

Sample ID

BOULDERS COBBLES

January 19, 2012

GRAVEL

MEDIUM

SAND

COARSE

SILT AND CLAY

D30 =

HYDROMETER

% Sand% Gravel

N/A

0.0 80.7 19.3

1006" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 200

0.000.010.101.0010.00100.001000.00

Particle Diameter, mm

Pe rc en t P as si ng

Pe rc en t R et ai

ASTM D-422

Client : Project No: Lab Sample No:

Project Name: Report Date:

HMRD ARROYO CANAL FISH SCREEN AND SACK DAM FISH PASSAGE

COARSE

* Description

Size Passing, mm D60 = D10 =

Coefficient of Curvature, Cc: Coefficient of Uniformity, Cu: N/A Fineness Modulus = 0.24

* Visual Classification based on ASTM D-2488

Note: * Percentages are +/- 0.1% based on computer rounding as allowed by ASTM D-6026-01 Section 5.2.3.

L : Labexcel \ Projects \ 1920 \ 2011.A \ 3317BS-MA Print Date: Reviewed By: LSN:

DCN: MA-rp (rev. 8/18/11)

0.13

S ym bo l

01/30/12 3317BS

SB-10 @ 9.5-11' Brown Silty Clayey Sand

N/A

0.08

This testing is based up on accepted industry practice as well as the test method listed. These results apply only to the samples supplied and tested for the above referenced job.

3317BS

% Silt - Clay

CH2M HILL 2011.A151

US STANDARD SIEVE SIZE No.

FINE

US SIEVE SIZE, INCHES

FINE

Sample ID

BOULDERS COBBLES

January 25, 2012

GRAVEL

MEDIUM

SAND

COARSE

SILT AND CLAY

D30 =

HYDROMETER

% Sand% Gravel

N/A

0.0 75.6 24.4

1006" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 200

0.000.010.101.0010.00100.001000.00

Particle Diameter, mm

Pe rc en t P as si ng

Pe rc en t R et ai

ASTM D-422

Client : Project No: Lab Sample No:

Project Name: Report Date:

HMRD ARROYO CANAL FISH SCREEN AND SACK DAM FISH PASSAGE

COARSE

* Description

Size Passing, mm D60 = D10 =

Coefficient of Curvature, Cc: Coefficient of Uniformity, Cu: N/A Fineness Modulus = 0.48

* Visual Classification based on ASTM D-2488

Note: * Percentages are +/- 0.1% based on computer rounding as allowed by ASTM D-6026-01 Section 5.2.3.

L : Labexcel \ Projects \ 1920 \ 2011.A \ 3317BU-MA Print Date: Reviewed By: LSN:

DCN: MA-rp (rev. 8/18/11)

0.09

S ym bo l

01/27/12 3317BU

SB-10 @ 25.5-26'

Brass

Brown Sandy Silty Clay

N/A

N/A

This testing is based up on accepted industry practice as well as the test method listed. These results apply only to the samples supplied and tested for the above referenced job.

3317BU

% Silt - Clay

CH2M HILL 2011.A151

US STANDARD SIEVE SIZE No.

FINE

US SIEVE SIZE, INCHES

FINE

Sample ID

BOULDERS COBBLES

January 25, 2012

GRAVEL

MEDIUM

SAND

COARSE

SILT AND CLAY

D30 =

HYDROMETER

% Sand% Gravel

N/A

0.0 44.5 55.5

1006" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 200

0.000.010.101.0010.00100.001000.00

Particle Diameter, mm

Pe rc en t P as si ng

Pe rc en t R et ai

ASTM D-422

Client : Project No: Lab Sample No:

Project Name: Report Date:

HMRD ARROYO CANAL FISH SCREEN AND SACK DAM FISH PASSAGE

COARSE

* Description

Size Passing, mm D60 = D10 =

Coefficient of Curvature, Cc: Coefficient of Uniformity, Cu: N/A Fineness Modulus = 0.85

* Visual Classification based on ASTM D-2488

Note: * Percentages are +/- 0.1% based on computer rounding as allowed by ASTM D-6026-01 Section 5.2.3.

L : Labexcel \ Projects \ 1920 \ 2011.A \ 3317BX-MA Print Date: Reviewed By: LSN:

DCN: MA-rp (rev. 8/18/11)

0.23

S ym bo l

01/27/12 3317BX

SB-10 @ 45.5-46'

Brass

Brown Sand w/ Silty Clay

N/A

0.13

This testing is based up on accepted industry practice as well as the test method listed. These results apply only to the samples supplied and tested for the above referenced job.

3317BX

% Silt - Clay

CH2M HILL 2011.A151

US STANDARD SIEVE SIZE No.

FINE

US SIEVE SIZE, INCHES

FINE

Sample ID

BOULDERS COBBLES

January 25, 2012

GRAVEL

MEDIUM

SAND

COARSE

SILT AND CLAY

D30 =

HYDROMETER

% Sand% Gravel

N/A

0.0 88.8 11.2

1006" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 200

0.000.010.101.0010.00100.001000.00

Particle Diameter, mm

Pe rc en t P as si ng

Pe rc en t R et ai

ASTM D-422

Client : Project No: Lab Sample No:

Project Name: Report Date:

HMRD ARROYO CANAL FISH SCREEN AND SACK DAM FISH PASSAGE

COARSE

* Description

Size Passing, mm D60 = D10 =

Coefficient of Curvature, Cc: Coefficient of Uniformity, Cu: N/A Fineness Modulus = 1.50

* Visual Classification based on ASTM D-2488

Note: * Percentages are +/- 0.1% based on computer rounding as allowed by ASTM D-6026-01 Section 5.2.3.

L : Labexcel \ Projects \ 1920 \ 2011.A \ 3317CA-MA Print Date: Reviewed By: LSN:

DCN: MA-rp (rev. 8/18/11)

D30 =

HYDROMETER

% Sand% Gravel

N/A

0.1 86.2 13.7

BOULDERS COBBLES

January 18, 2012

GRAVEL

MEDIUM

SAND

COARSE

SILT AND CLAY

3317CA

% Silt - Clay

CH2M HILL 2011.A151

US STANDARD SIEVE SIZE No.

FINE

US SIEVE SIZE, INCHES

FINE

Sample ID

0.38

S ym bo l

02/01/12 3317CA

TP-3 @ 2-3' Brown Silty Sand

N/A

0.16

This testing is based up on accepted industry practice as well as the test method listed. These results apply only to the samples supplied and tested for the above referenced job.

1006" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 200

0.000.010.101.0010.00100.001000.00

Particle Diameter, mm

Pe rc en t P as si ng

Pe rc en t R et ai

ASTM D-422

Client : Project No: Lab Sample No:

Project Name: Report Date:

HMRD ARROYO CANAL FISH SCREEN AND SACK DAM FISH PASSAGE

COARSE

* Description

Size Passing, mm D60 = D10 =

Coefficient of Curvature, Cc: Coefficient of Uniformity, Cu: N/A Fineness Modulus = 0.63

* Visual Classification based on ASTM D-2488

Note: * Percentages are +/- 0.1% based on computer rounding as allowed by ASTM D-6026-01 Section 5.2.3.

L : Labexcel \ Projects \ 1920 \ 2011.A \ 3317CB-MA Print Date: Reviewed By: LSN:

DCN: MA-rp (rev. 8/18/11)

N/A

S ym bo l

01/27/12 3317CB

TP-6 @ 2-5' Brown Sandy Clay

N/A

N/A

This testing is based up on accepted industry practice as well as the test method listed. These results apply only to the samples supplied and tested for the above referenced job.

3317CB

% Silt - Clay

CH2M HILL 2011.A151

US STANDARD SIEVE SIZE No.

FINE

US SIEVE SIZE, INCHES

FINE

Sample ID

BOULDERS COBBLES

January 18, 2012

GRAVEL

MEDIUM

SAND

COARSE

SILT AND CLAY

D30 =

HYDROMETER

% Sand% Gravel

N/A

0.8 32.5 66.7

1006" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 200

0.000.010.101.0010.00100.001000.00

Particle Diameter, mm

Pe rc en t P as si ng

Pe rc en t R et ai

ASTM D-422

Client : Project No: Lab Sample No:

Project Name: Report Date:

HMRD ARROYO CANAL FISH SCREEN AND SACK DAM FISH PASSAGE

COARSE

* Description

Size Passing, mm D60 = D10 =

Coefficient of Curvature, Cc: Coefficient of Uniformity, Cu: N/A Fineness Modulus = 1.26

* Visual Classification based on ASTM D-2488

Note: * Percentages are +/- 0.1% based on computer rounding as allowed by ASTM D-6026-01 Section 5.2.3.

L : Labexcel \ Projects \ 1920 \ 2011.A \ 3317CC-MA Print Date: Reviewed By: LSN:

DCN: MA-rp (rev. 8/18/11)

0.31

S ym bo l

01/27/12 3317CC

TP-7 @ 2'-5' Brown Silty, Clayey Sand

N/A

N/A

This testing is based up on accepted industry practice as well as the test method listed. These results apply only to the samples supplied and tested for the above referenced job.

3317CC

% Silt - Clay

CH2M HILL 2011.A151

US STANDARD SIEVE SIZE No.

FINE

US SIEVE SIZE, INCHES

FINE

Sample ID

BOULDERS COBBLES

January 18, 2012

GRAVEL

MEDIUM

SAND

COARSE

SILT AND CLAY

D30 =

HYDROMETER

% Sand% Gravel

N/A

0.9 67.7 31.4

1006" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 200

0.000.010.101.0010.00100.001000.00

Particle Diameter, mm

Pe rc en t P as si ng

Pe rc en t R et ai

ASTM D-422

Client : Project No: Lab Sample No:

Project Name: Report Date:

HMRD ARROYO CANAL FISH SCREEN AND SACK DAM FISH PASSAGE

COARSE

Description

Size Passing, mm D60 = D10 =

Coefficient of Curvature, Cc: Coefficient of Uniformity, Cu: N/A Fineness Modulus = 0.82

Note: * Percentages are +/- 0.1% based on computer rounding as allowed by ASTM D-6026-01 Section 5.2.3.

L : Labexcel \ Projects \ 1920 \ 2011.A \ 3317CD-MA Print Date: Reviewed By: LSN:

DCN: MA-rp (rev. 8/18/11)

D30 =

HYDROMETER

% Sand% Gravel

N/A

0.4 48.8 50.8

BOULDERS COBBLES

January 18, 2012

GRAVEL

MEDIUM

SAND

COARSE

SILT AND CLAY

3317CD

% Silt - Clay

CH2M HILL 2011.A151

US STANDARD SIEVE SIZE No.

FINE

US SIEVE SIZE, INCHES

FINE

Sample ID

0.13

S ym bo l

01/27/12 3317CD

TP-8 @ 2'-4 Brown Sandy Clay (CL)

N/A

N/A

This testing is based up on accepted industry practice as well as the test method listed. These results apply only to the samples supplied and tested for the above referenced job.

1006" 3" 1.5" 3/4" 3/8" 4 10 20 30 40 50 200

0.000.010.101.0010.00100.001000.00

Particle Diameter, mm

Pe rc en t P as si ng

Pe rc en t R et ai

CONSOLIDATION REPORT

Client Name: Project Name: Project No. : Lab Log:

CH2M Hill / HMRD Arroyo Canal Fish Screen and Sack Dam Fish Passage Projec 2011.A151 3317H

Sample ID: Soil Description: Report Date:

Shelby SB-1 @ 20 - 22.5' Dark Gray Lean Clay

SPECIMEN DATA

Initial Final

Water Content, % 21.2 19.3

Dry Density, pcf 103.3 113.4

Void Ratio (Specific Gravity = 2.8 ) 0.69 0.54

Saturation, % 86 100 psf kPa

Estimated Overburden Pressure Po 0

Maximum Past Pressure Pp 400 19 Compression Index Cc, last increment

This testing is based up on accepted industry practice as well as the test method listed. These results apply only to the sample supplied and tested for the above referenced job.

L:Labexcel \ Projects \ 2020 \ 2011.A \ 3317H-Cns.xls Print Date: Entered By: Reviewed By: Lab Sample No.:

DCN: CNS-ws (rev. 01/23/09) 1/30/12 MD krc 3317H

ASTM D- 2435

January 15, 2012

0.420

0.440

0.460

0.480

0.500

0.520

0.540

0.560

0.580

0.600

0.620

0.640

0.660

0.680

0.700

0.720

100 1000 10000 100000 Log Pressure, psf

V o id R a ti o , e

Sample inundated w/ water at 100 psf

CH2M Hill / HMRD Arroyo Canal Fish Screen and Sack Dam Fish Passage Projec 2011.A151 3317H

Sample ID: Soil Description: Report Date:

Shelby SB-1 @ 20 - 22.5' Dark Gray Lean Clay

ASTM D- 2435

January 15, 2012

Load Final Correct Sample Sample Height Stress Dial Final Dial Height Height Change PSF in. in. in. cm %

1 100 1.001 2.541 0.017 0.0167 0.6920

2 250 0.997 2.533 -0.293 0.2932 0.6868

3 500 0.992 2.520 -0.823 0.8231 0.6778

4 1000 0.986 2.504 -1.443 1.4429 0.6673

5 2000 0.978 2.484 -2.233 2.2326 0.6540

6 4000 0.967 2.457 -3.312 3.3122 0.6357

7 8000 0.949 2.409 -5.182 5.1816 0.6041

8 16000 0.916 2.328 -8.391 8.3905 0.5498

9 32000 0.871 2.213 -12.899 12.8990 0.4735

10 50000 0.850 2.160 -14.988 14.9883 0.4382

11 8000 0.880 2.236 -11.989 11.9893 0.4889

12 2000 0.897 2.279 -10.300 10.2999 0.5175

13 500 0.905 2.298 -9.560 9.5601 0.5300

14 250 0.911 2.315 -8.890 8.8904 0.5413

This testing is based up on accepted industry practice as well as the test method listed. These results apply only to the sample supplied and tested for the above referenced job.

L:Labexcel \ Projects \ 2020 \ 2011.A \ 3317H-Cns.xls Print Date: Entered By: Reviewed By: Lab Log:

DCN: CNS-ws (rev. 01/23/09) 1/30/12 MD krc 3317H

Load Void

Ratio, e

766.08

1532.17

Strain, %

47.88

383.04

383.04

95.76

191.52

Stress kPa

11.97

23.94

4.79

2394.01

95.76

11.97

In c.

23.94

CH2M Hill / HMRD Arroyo Canal Fish Screen and Sack Dam Fish Passage Projec 2011.A151 3317AA

Sample ID: Soil Description: Report Date:

Shelby SB-3 @ 30.5 - 31.5' Dark Gray Silty Sand

SPECIMEN DATA

Initial Final

Water Content, % 27.4 25.6

Dry Density, pcf 91.8 99.4

Void Ratio (Specific Gravity = 2.8 ) 0.90 0.76

Saturation, % 85 94 psf kPa

Estimated Overburden Pressure Po 0

Maximum Past Pressure Pp 400 19 Compression Index Cc, last increment

This testing is based up on accepted industry practice as well as the test method listed. These results apply only to the sample supplied and tested for the above referenced job.

L:Labexcel \ Projects \ 2020 \ 2011.A \ 3317AA-Cns.xls Print Date: Entered By: Reviewed By: Lab Sample No.:

DCN: CNS-ws (rev. 01/23/09) 1/30/12 MD krc 3317AA

ASTM D- 2435

January 15, 2012

0.64

0.66

0.68

0.70

0.72

0.74

0.76

0.78

0.80

0.82

0.84

0.86

0.88

0.90

100 1000 10000 100000 Log Pressure, psf

V o id R a ti o , e

CH2M Hill / HMRD Arroyo Canal Fish Screen and Sack Dam Fish Passage Projec 2011.A151 3317AA

Sample ID: Soil Description: Report Date:

Shelby SB-3 @ 30.5 - 31.5' Dark Gray Silty Sand

ASTM D- 2435

January 15, 2012

Load Final Correct Sample Sample Height Stress Dial Final Dial Height Height Change PSF in. in. in. cm %

1 100 0.996 2.529 -0.483 0.4832 0.8955

2 250 0.989 2.512 -1.123 1.1230 0.8833

3 500 0.982 2.495 -1.793 1.7927 0.8706

4 1000 0.976 2.479 -2.433 2.4325 0.8584

5 2000 0.967 2.456 -3.342 3.3422 0.8410

6 4000 0.955 2.427 -4.492 4.4918 0.8191

7 8000 0.941 2.391 -5.911 5.9114 0.7921

8 16000 0.922 2.342 -7.831 7.8307 0.7555

9 32000 0.893 2.267 -10.780 10.7797 0.6994

10 50000 0.881 2.238 -11.929 11.9294 0.6775

11 8000 0.904 2.296 -9.620 9.6201 0.7215

12 2000 0.914 2.321 -8.640 8.6405 0.7401

13 500 0.919 2.334 -8.151 8.1506 0.7495

14 250 0.923 2.345 -7.711 7.7108 0.7578

This testing is based up on accepted industry practice as well as the test method listed. These results apply only to the sample supplied and tested for the above referenced job.

L:Labexcel \ Projects \ 2020 \ 2011.A \ 3317AA-Cns.xls Print Date: Entered By: Reviewed By: Lab Log:

DCN: CNS-ws (rev. 01/23/09) 1/30/12 MD krc 3317AA

Load Void

Ratio, e

1532.17

Strain, %

383.04

95.76

191.52

95.76

11.97

2394.01

766.08

Stress kPa

11.97

23.94

4.79

47.88

383.04

23.94

In

CH2M Hill / HMRD Arroyo Canal Fish Screen and Sack Dam Fish Passage Projec 2011.A151 3317AL

Sample ID: Soil Description: Report Date:

SB-5 @ 31 - 31.5' Brass Brown Lean Clay w/ Sand

SPECIMEN DATA

Initial Final

Water Content, % 17.2 16.4

Dry Density, pcf 116.3 119.9

Void Ratio (Specific Gravity = 2.8 ) 0.50 0.46

Saturation, % 96 100 psf kPa

Estimated Overburden Pressure Po 0

Maximum Past Pressure Pp 400 19 Compression Index Cc, last increment

This testing is based up on accepted industry practice as well as the test method listed. These results apply only to the sample supplied and tested for the above referenced job.

L:Labexcel \ Projects \ 2020 \ 2011.A \ 3317AL-Cns.xls Print Date: Entered By: Reviewed By: Lab Sample No.:

DCN: CNS-ws (rev. 01/23/09) 1/30/12 MD krc 3317AL

ASTM D- 2435

January 15, 2012

0.34

0.36

0.38

0.40

0.42

0.44

0.46

0.48

0.50

0.52

0.54

100 1000 10000 100000

Log Pressure, psf

V o id R a ti o , e

CH2M Hill / HMRD Arroyo Canal Fish Screen and Sack Dam Fish Passage Projec 2011.A151 3317AL

Sample ID: Soil Description: Report Date:

SB-5 @ 31 - 31.5' Brass Brown Lean Clay w/ Sand

ASTM D- 2435

January 15, 2012

Load Final Correct Sample Sample Height Stress Dial Final Dial Height Height Change PSF in. in. in. cm %

1 100 1.266 3.215 1.062 1.0624 0.5184

2 250 1.262 3.206 0.788 0.7879 0.5142

3 500 1.259 3.197 0.516 0.5164 0.5102

4 1000 1.255 3.187 0.181 0.1810 0.5051

5 2000 1.245 3.162 -0.594 0.5936 0.4935

6 4000 1.233 3.132 -1.544 1.5438 0.4792

7 8000 1.216 3.089 -2.885 2.8853 0.4591

8 16000 1.194 3.032 -4.674 4.6739 0.4322

9 32000 1.156 2.937 -7.676 7.6763 0.3871

10 50000 1.138 2.891 -9.130 9.1296 0.3652

11 8000 1.169 2.969 -6.670 6.6702 0.4022

12 2000 1.191 3.025 -4.913 4.9135 0.4286

13 500 1.206 3.062 -3.732 3.7317 0.4463

14 250 1.215 3.086 -2.981 2.9811 0.4576

This testing is based up on accepted industry practice as well as the test method listed. These results apply only to the sample supplied and tested for the above referenced job.

L:Labexcel \ Projects \ 2020 \ 2011.A \ 3317AL-Cns.xls Print Date: Entered By: Reviewed By: Lab Log:

DCN: CNS-ws (rev. 01/23/09) 1/30/12 MD krc 3317AL

Load Void

Ratio, e

1532.17

Strain, %

383.04

95.76

191.52

95.76

11.97

2394.01

766.08

Stress kPa

11.97

23.94

4.79

47.88

383.04

23.94

In

CH2M Hill / HMRD Arroyo Canal Fish Screen and Sack Dam Fish Passage Projec 2011.A151 3317AW

Sample ID: Soil Description: Report Date:

Shelby SB-6 @ 30.5 - 31' Brown Lean Clay w/ Sand (CL)

SPECIMEN DATA

Initial Final

Water Content, % 23.2 19.5

Dry Density, pcf 97.9 109.4

Void Ratio (Specific Gravity = 2.7 ) 0.72 0.54

Saturation, % 87 97 psf kPa

Estimated Overburden Pressure Po 0

Maximum Past Pressure Pp 400 19 Compression Index Cc, last increment

This testing is based up on accepted industry practice as well as the test method listed. These results apply only to the sample supplied and tested for the above referenced job.

L:Labexcel \ Projects \ 2020 \ 2011.A \ 3317AW-Cns.xls Print Date: Entered By: Reviewed By: Lab Sample No.:

DCN: CNS-ws (rev. 01/23/09) 1/30/12 MD krc 3317AW

ASTM D- 2435

January 19, 2012

0.44

0.46

0.48

0.50

0.52

0.54

0.56

0.58

0.60

0.62

0.64

0.66

0.68

0.70

0.72

100 1000 10000 100000

Log Pressure, psf

V o id R a ti o , e

CH2M Hill / HMRD Arroyo Canal Fish Screen and Sack Dam Fish Passage Projec 2011.A151 3317AW

Sample ID: Soil Description: Report Date:

Shelby SB-6 @ 30.5 - 31' Brown Lean Clay w/ Sand (CL)

ASTM D- 2435

January 19, 2012

Load Final Correct Sample Sample Height Stress Dial Final Dial Height Height Change PSF in. in. in. cm %

1 100 1.000 2.540 -0.123 0.1232 0.7191

2 250 0.997 2.533 -0.413 0.4128 0.7141

3 500 0.993 2.523 -0.792 0.7923 0.7076

4 1000 0.989 2.511 -1.262 1.2617 0.6995

5 2000 0.983 2.498 -1.801 1.8009 0.6902

6 4000 0.975 2.477 -2.600 2.5999 0.6765

7 8000 0.960 2.438 -4.158 4.1578 0.6497

8 16000 0.926 2.351 -7.573 7.5732 0.5909

9 32000 0.869 2.207 -13.226 13.2257 0.4936

10 50000 0.842 2.140 -15.872 15.8722 0.4480

11 8000 0.868 2.204 -13.326 13.3256 0.4919

12 2000 0.880 2.236 -12.097 12.0972 0.5130

13 500 0.891 2.262 -11.069 11.0686 0.5307

14 250 0.896 2.277 -10.489 10.4893 0.5407

This testing is based up on accepted industry practice as well as the test method listed. These results apply only to the sample supplied and tested for the above referenced job.

L:Labexcel \ Projects \ 2020 \ 2011.A \ 3317AW-Cns.xls Print Date: Entered By: Reviewed By: Lab Log:

DCN: CNS-ws (rev. 01/23/09) 1/30/12 MD krc 3317AW

In

c. Stress kPa

11.97

23.94

4.79

47.88

383.04

23.94

383.04

95.76

191.52

95.76

11.97

2394.01

766.08

Load Void

Ratio, e

1532.17

Strain, %

CH2M Hill / HMRD Arroyo Canal Fish Screen and Sack Dam Fish Passage Projec 2011.A151 3317BD

Sample ID: Soil Description: Report Date:

Shelby SB-7 @ 14-16.0' Brown Sandy Silty Clay (CL-ML)

SPECIMEN DATA

Initial Final

Water Content, % 28.2 24.8

Dry Density, pcf 94.6 101.2

Void Ratio (Specific Gravity = 2.7 ) 0.78 0.66

Saturation, % 98 100 psf kPa

Estimated Overburden Pressure Po 0

Maximum Past Pressure Pp 400 19 Compression Index Cc, last increment

This testing is based up on accepted industry practice as well as the test method listed. These results apply only to the sample supplied and tested for the above referenced job.

L:Labexcel \ Projects \ 2020 \ 2011.A \ 3317BD-Cns.xls Print Date: Entered By: Reviewed By: Lab Sample No.:

DCN: CNS-ws (rev. 01/23/09) 1/30/12 MD krc 3317BD

ASTM D- 2435

January 19, 2012

0.620

0.640

0.660

0.680

0.700

0.720

0.740

0.760

0.780

0.800

100 1000 10000 100000 Log Pressure, psf

V o id R a ti o , e

CH2M Hill / HMRD Arroyo Canal Fish Screen and Sack Dam Fish Passage Projec 2011.A151 3317BD

Sample ID: Soil Description: Report Date:

Shelby SB-7 @ 14-16.0' Brown Sandy Silty Clay (CL-ML)

ASTM D- 2435

January 19, 2012

Load Final Correct Sample Sample Height Stress Dial Final Dial Height Height Change PSF in. in. in. cm %

1 100 1.001 2.543 0.010 0.0100 0.7813

2 250 1.001 2.542 -0.010 0.0100 0.7810

3 500 1.000 2.540 -0.100 0.0999 0.7794

4 1000 0.999 2.537 -0.220 0.2198 0.7772

5 2000 0.996 2.530 -0.490 0.4895 0.7724

6 4000 0.991 2.518 -0.959 0.9590 0.7640

7 8000 0.980 2.489 -2.088 2.0879 0.7439

8 16000 0.962 2.443 -3.926 3.9261 0.7112

9 32000 0.936 2.377 -6.494 6.4935 0.6655

10 50000 0.918 2.332 -8.262 8.2617 0.6340

11 8000 0.925 2.350 -7.582 7.5824 0.6461

12 2000 0.930 2.362 -7.113 7.1129 0.6544

13 500 0.933 2.371 -6.763 6.7632 0.6607

14 250 0.936 2.377 -6.523 6.5235 0.6649

This testing is based up on accepted industry practice as well as the test method listed. These results apply only to the sample supplied and tested for the above referenced job.

L:Labexcel \ Projects \ 2020 \ 2011.A \ 3317BD-Cns.xls Print Date: Entered By: Reviewed By: Lab Log:

DCN: CNS-ws (rev. 01/23/09) 1/30/12 MD krc 3317BD

In c.

23.94

23.94

4.79

2394.01

95.76

11.97

Stress kPa

383.04

95.76

191.52

766.08

1532.17

Strain, %

47.88

383.04

11.97

Load Void

Ratio, e

CH2M Hill / HMRD Arroyo Canal Fish Screen and Sack Dam Fish Passage Projec 2011.A151 3317BK

Sample ID: Soil Description: Report Date:

Shelby SB-8 @ 15.5 - 16.5' Brown Lean Clay

SPECIMEN DATA

Initial Final

Water Content, % 39.1 27.1

Dry Density, pcf 78.8 99.8

Void Ratio (Specific Gravity = 2.8 ) 1.22 0.75

Saturation, % 90 100 psf kPa

Estimated Overburden Pressure Po 0

Maximum Past Pressure Pp 400 19 Compression Index Cc, last increment

This testing is based up on accepted industry practice as well as the test method listed. These results apply only to the sample supplied and tested for the above referenced job.

L:Labexcel \ Projects \ 2020 \ 2011.A \ 3317BK-Cns.xls Print Date: Entered By: Reviewed By: Lab Sample No.:

DCN: CNS-ws (rev. 01/23/09) 1/30/12 MD krc 3317BK

ASTM D- 2435

January 15, 2012

0.550

0.600

0.650

0.700

0.750

0.800

0.850

0.900

0.950

1.000

1.050

1.100

1.150

1.200

1.250

100 1000 10000 100000 Log Pressure, psf

V o id R a ti o , e

CH2M Hill / HMRD Arroyo Canal Fish Screen and Sack Dam Fish Passage Projec 2011.A151 3317BK

Sample ID: Soil Description: Report Date:

Shelby SB-8 @ 15.5 - 16.5' Brown Lean Clay

ASTM D- 2435

January 15, 2012

Load Final Correct Sample Sample Height Stress Dial Final Dial Height Height Change PSF in. in. in. cm %

1 100 0.998 2.535 -0.266 0.2665 1.2113

2 250 0.992 2.520 -0.836 0.8361 1.1987

3 500 0.987 2.506 -1.416 1.4157 1.1858

4 1000 0.979 2.486 -2.195 2.1952 1.1686

5 2000 0.965 2.452 -3.544 3.5443 1.1386

6 4000 0.942 2.393 -5.843 5.8428 1.0877

7 8000 0.898 2.280 -10.300 10.2998 0.9889

8 16000 0.830 2.108 -17.075 17.0753 0.8386

9 32000 0.752 1.911 -24.820 24.8201 0.6669

10 50000 0.716 1.818 -28.468 28.4677 0.5860

11 8000 0.747 1.898 -25.310 25.3098 0.6561

12 2000 0.769 1.954 -23.141 23.1412 0.7041

13 500 0.783 1.989 -21.742 21.7422 0.7352

14 250 0.791 2.008 -20.993 20.9927 0.7518

This testing is based up on accepted industry practice as well as the test method listed. These results apply only to the sample supplied and tested for the above referenced job.

L:Labexcel \ Projects \ 2020 \ 2011.A \ 3317BK-Cns.xls Print Date: Entered By: Reviewed By: Lab Log:

DCN: CNS-ws (rev. 01/23/09) 1/30/12 MD krc 3317BK

In

c. Stress kPa

11.97

23.94

4.79

47.88

383.04

23.94

383.04

95.76

191.52

95.76

11.97

2394.01

766.08

Load Void

Ratio, e

1532.17

Strain, %

CH2M Hill / HMRD Arroyo Canal Fish Screen and Sack Dam Fish Passage Projec 2011.A151 3317BZ

Sample ID: Soil Description:…