04_140R2024R0017_Part7_of_18_0004.pdf

Tested By: T. Reid / E. Arapi Checked By: J. Tejeira, PE

C o n s o lid a ti o n P re s s u re s a n d /o r N o rm a l L o a d s w e re a p p lie d p e r

P ro je c t a n d /o r C lie n t R e q u e s t

M a te ri a l C la s s if ic a ti o n u n le s s d a ta i s a v a ila b le is b a s e d o n t h e A

S T

M D

V is u a l- M a n u a l P ro c e d u re s

N .M

N o t M e a s u re d

N

.P

N o n P la s ti c

TRIAXIAL SHEAR TEST REPORT

Kleinfelder, Inc.

Irving, TX

Client: Kenall Inc.

Project:

Source of Sample: UD-23-12 Depth: 25.0' - 27.5'

Sample Number: Bottom

Proj. No.: 20233893.001A Date Sampled: N/A

Type of Test:

CU with Pore Pressures

Sample Type: Undisturbed

Description: Silty Clay, light brownish gray

LL= 25 PI= 4PL= 21

Assumed Specific Gravity= 2.7

Remarks: Passing #200 Sieve = 85.2%

The test was ran as a Single Point CU test.

Figure 1

Specimen No. Bottom

Water Content, % Dry Density, pcf Saturation, % Void Ratio Diameter, in.

Height, in.

Water Content, % Dry Density, pcf Saturation, % Void Ratio Diameter, in.

Height, in.

Strain, %

Strain, %

Excess Pore Pr., psf

Excess Pore Pr., psf

Strain rate, %/min.

Eff. Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf σ1 Failure, psf σ3 Failure, psf

In it ia l A t T e s t

29.1 93.5 97.7

0.8034 2.371 4.533

28.7 94.6 99.3

0.7811 2.359 4.524

0.0080

15.0

10.54

-1683

-1683

15.0

11459

D e v ia to r

S tr e s s p s f

Axial Strain, %

0 5 10 15 20

S h e a r S tr e s s p s f

Total Normal Stress, psf

Effective Normal Stress, psf

0 2000 4000 6000 8000 10000 12000

C, psf φ, deg

Tan(φ)

Total Effective

47.0

1.07

34.3

0.68

FIGURE D-5-12

Arroyo Canal Fish Screen and Sack Dam Fish Passage Project, San Joaquin River Restoration Program

G587Amendment No. 0003 o n s o lid a ti o n P re s s u re s a n d /o r N o rm a l L o a d s w e re a p p lie d p e r

P ro je c t a n d /o r C lie n t R e q u e s t

M a te ri a l C la s s if ic a ti o n u n le s s d a ta i s a v a ila b le is b a s e d o n t h e A

S T

M D

V is u a l- M a n u a l P ro c e d u re s

N .M

N o t M e a s u re d

N

.P

N o n P la s ti c

Client: Kenall Inc.

Project:

Source of Sample: UD-23-12 Depth: 25.0' - 27.5' Sample Number: Bottom

Project No.: 20233893.001A Figure 2 Kleinfelder, Inc.

q p s f p, psf

Stress Paths: Total Effective

0 2000 4000 6000 8000 10000 12000

Peak Strength

Total Effective a= α= tan α=

0.00 psf

36.2 deg

0.73

0.00 psf

29.4 deg

0.56

E x c e s s P o re

P re s s u re

D e v ia to r

S tr e s p f

-6000

-3000

0% 8% 16%

E x c e s s P o re

P re s s v ia to r

S tr e f

-6000

-3000

0% 8% 16%

E x c e s s P o re

P re s s v ia to r

S tr e f

-6000

-3000

0% 8% 16%

E x c e s s P o re

P re s s v ia to r

S tr e f

-6000

-3000

0% 8% 16%

FIGURE D-5-12

Arroyo Canal Fish Screen and Sack Dam Fish Passage Project, San Joaquin River Restoration Program

G588Amendment No. 0003

Load 1 Load 2 Load 3

Failure Criteria Deviator Stress Deviator Stress Deviator Stress

Strain Rate, %/min 0.045 0.045 0.045

Deviator

Stress 68 psi 73 psi 39 psi

Shear

Strength 34 psi 36.5 psi 19.5 psi

Major Principle

Stress, Effect 93 psi 102 psi 52 psi

Minor Principle

Stress, Effect 25 psi 28 psi 14 psi

Failure Strain 15.00% 15.02% 14.53%

Initial Effective

Stress

21.2 psi 42.1 psi 20.9 psi

Wet Density, pcf 129.3 126.6 119.6

Dry Density, pcf 108.1 103.4 103.0 Moisture, % 19.7 22.4 16.0

Saturation, % 98.3 99.0 70.1

Void Ratio 0.737 0.754 0.714

Height, in 5.86 5.57 5.84

Diameter, in 2.38 2.36 2.35

Height/Diameter 2.5 2.4 2.5

Consol. Height, in 5.82 5.52 5.79

Backpressure 57.9 psi 58.3 psi 58.1 psi

B Check 96% 95% 98%

USCS Class. Liquid Limit Plasticity

Index

% Greater than

No. 4

Date Test

Started:

12/20/2023

Project:

Project No.:

Reviewed By: MJG Date: 12/20/2023

Sample No./Depth: UD-23-12 @ 27.5-30'' % Less than

No. 200

Source:

Notes: *Moisture content based on pre test trimmings.

E23017.005 Figure

Date

Sampled:

Material Description: Olive Brown Sandy SILT

C o n s o l.

a ta

S p e c im e n P a ra m e te rs

B fo re

C o n s o li d a ti o n

Revised 1/9/2024

Consolidated-Undrained (CU) Triaxial Compression Test for Cohesive Soil, ASTM D4767

T ri a x ia l C

U R e s u lt s a t

F a il u re

0% 5% 10% 15%

D e v ia to r S tr e s s p s i

-10

-5

0% 5% 10% 15%

In d u c e d

P o re P re s s u re p s i

0 20 40 60 80 q p'

Load 1

Load 2

Load 3

1.0

1.5

2.0

2.5

3.0

3.5

4.0

4.5

0% 5% 10% 15%

O b li q u it y

Axial Strain

FIGURE D-5-13

Arroyo Canal Fish Screen and Sack Dam Fish Passage Project San Joaquin River Restoration Program

G589Amendment No. 0003

Total Effective

Not 33.0

Cohesion, psi Evaluated 1.50

Point 1, after test Point 2, after test Point 3, after test

USCS Class. Liquid Limit Plasticity

Index

% Greater than

No. 4

Date Test

Started:

12/20/2023

Project:

Project No.:

Reviewed By: MJG Date: 12/20/2023

Date

Sampled:

Sample No./Depth: UD-23-12 @ 27.5-30'' % Less than

No. 200

E23017.005 Figure

Source:

Notes:

Material Description: Olive Brown Sandy SILT

Revised 1/9/2024

Consolidated-Undrained (CU) Triaxial Compression Test for Cohesive Soil, ASTM D4767

Friction Angle, deg

0 10 20 30 40 50 60 70 80 90 100 110 120

S h e a r

S tr e s s p s i)

Normal Stress (psi)

Mohr's Failure Circles Load 1 (Total) Load 2 (Total) Load 3 (Total) Failure Envelope (Total)

Load 1 (Effective) Load 2 (Effective) Load 3 (Effective) Failure Envelope (Effective)

FIGURE D-5-13

Arroyo Canal Fish Screen and Sack Dam Fish Passage Project San Joaquin River Restoration Program

G590Amendment No. 0003 o n s o lid a ti o n P re s s u re s a n d /o r N o rm a l L o a d s w e re a p p lie d p e r

P ro je c t a n d /o r C lie n t R e q u e s t

M a te ri a l C la s s if ic a ti o n u n le s s d a ta i s a v a ila b le is b a s e d o n t h e A

S T

M D

V is u a l- M a n u a l P ro c e d u re s

N .M

N o t M e a s u re d

N

.P

N o n P la s ti c

TRIAXIAL SHEAR TEST REPORT

Kleinfelder, Inc.

Irving, TX

Client: Kenall Inc.

Project:

Source of Sample: UD-23-12 Depth: 43.0' - 45.5'

Sample Number: Top

Proj. No.: 20233893.001A Date Sampled: N/A

Type of Test:

CU with Pore Pressures

Sample Type: Remolded

Description: Sandy Lean Clay, brown

LL= 41 PI= 19PL= 22

Assumed Specific Gravity= 2.7

Remarks: Passing #200 Sieve = 51.2%

Specimen was remolded at insitu moisture and density.

The test was ran as a Single Point CU test.

Figure 1

Specimen No. Top

Water Content, % Dry Density, pcf Saturation, % Void Ratio Diameter, in.

Height, in.

Water Content, % Dry Density, pcf Saturation, % Void Ratio Diameter, in.

Height, in.

Strain, %

Strain, %

Excess Pore Pr., psf

Excess Pore Pr., psf

Strain rate, %/min.

Eff. Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf σ1 Failure, psf σ3 Failure, psf

In it ia l A t T e s t

23.7 98.8 90.7

0.7052 2.018 3.995

22.2 107.8 106.5

0.5630 1.965 3.863

0.0020

15.5

35.23

15.5

D e v ia to r

S tr e s s p s f

Axial Strain, %

0 5 10 15 20

S h e a r S tr e s s p s f

Total Normal Stress, psf

Effective Normal Stress, psf

0 1700 3400 5100 6800 8500 10200

C, psf φ, deg

Tan(φ)

Total Effective

18.7

0.34

27.3

0.52

FIGURE D-5-14

Arroyo Canal Fish Screen and Sack Dam Fish Passage

G591Amendment No. 0003 o n s o lid a ti o n P re s s u re s a n d /o r N o rm a l L o a d s w e re a p p lie d p e r

P ro je c t a n d /o r C lie n t R e q u e s t

M a te ri a l C la s s if ic a ti o n u n le s s d a ta i s a v a ila b le is b a s e d o n t h e A

S T

M D

V is u a l- M a n u a l P ro c e d u re s

N .M

N o t M e a s u re d

N

.P

N o n P la s ti c

Client: Kenall Inc.

Project:

Source of Sample: UD-23-12 Depth: 43.0' - 45.5' Sample Number: Top

Project No.: 20233893.001A Figure 2 Kleinfelder, Inc.

q p s f p, psf

Stress Paths: Total Effective

0 2000 4000 6000 8000 10000 12000

Peak Strength

Total Effective a= α= tan α=

0.00 psf

17.7 deg

0.32

0.00 psf

24.7 deg

0.46

E x c e s s P o re

P re s s v ia to r

S tr e f

0% 8% 16%

E x c e s s P o re

P re s s v ia to r

S tr e f

0% 8% 16%

E x c e s s P o re

P re s s v ia to r

S tr e f

0% 8% 16%

E x c e s s P o re

P re s s v ia to r

S tr e f

0% 8% 16%

FIGURE D-5-14

G592Amendment No. 0003 o n s o lid a ti o n P re s s u re s a n d /o r N o rm a l L o a d s w e re a p p lie d p e r

P ro je c t a n d /o r C lie n t R e q u e s t

M a te ri a l C la s s if ic a ti o n u n le s s d a ta i s a v a ila b le is b a s e d o n t h e A

S T

M D

V is u a l- M a n u a l P ro c e d u re s

N .M

N o t M e a s u re d

N

.P

N o n P la s ti c

TRIAXIAL SHEAR TEST REPORT

Kleinfelder, Inc.

Irving, TX

Client: Kenall Inc.

Project:

Source of Sample: UD-23-12 Depth: 43.0' - 45.5'

Sample Number: Middle & Bottom

Proj. No.: 20233893.001A Date Sampled: N/A

Type of Test:

CU with Pore Pressures

Sample Type: Undisturbed

Description: Sandy Lean Clay, brown

LL= 41 PI= 19PL= 22

Assumed Specific Gravity= 2.7

Remarks: Passing #200 Sieve = 51.2%

Specimen "Middle" was remolded at insitu moisture and density.

Figure 1

Specimen No. Bottom Middle

Water Content, % Dry Density, pcf Saturation, % Void Ratio Diameter, in.

Height, in.

Water Content, % Dry Density, pcf Saturation, % Void Ratio Diameter, in.

Height, in.

Strain, %

Strain, %

Excess Pore Pr., psf

Excess Pore Pr., psf

Strain rate, %/min.

Eff. Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf σ1 Failure, psf σ3 Failure, psf

In it ia l A t T e s t

20.3 106.7

94.8 0.5792

2.405 4.984

19.8 109.0

97.6 0.5463

2.396 4.917

0.0050

15.2

16.71

-255

-255

15.2

14.0 112.1

74.9 0.5030

2.020 3.990

16.5 117.1 101.3

0.4398 1.988 3.948

0.0020

14.1

34.24

15.2

D e v ia to r

S tr e s s p s f

Axial Strain, %

0 5 10 15 20

S h e a r S tr e s s p s f

Total Normal Stress, psf

Effective Normal Stress, psf

0 3000 6000 9000 12000 15000 18000

C, psf φ, deg

Tan(φ)

Total Effective

2.8

0.05

23.6

0.44

FIGURE D-5-15

Arroyo Canal Fish Screen and Sack Dam Fish Passage

G593Amendment No. 0003 o n s o lid a ti o n P re s s u re s a n d /o r N o rm a l L o a d s w e re a p p lie d p e r

P ro je c t a n d /o r C lie n t R e q u e s t

M a te ri a l C la s s if ic a ti o n u n le s s d a ta i s a v a ila b le is b a s e d o n t h e A

S T

M D

V is u a l- M a n u a l P ro c e d u re s

N .M

N o t M e a s u re d

N

.P

N o n P la s ti c

Client: Kenall Inc.

Project:

Source of Sample: UD-23-12 Depth: 43.0' - 45.5' Sample Number: Middle & Bottom

Project No.: 20233893.001A Figure 2 Kleinfelder, Inc.

q p s f p, psf

Stress Paths: Total Effective

0 2000 4000 6000 8000 10000 12000

Peak Strength

Total Effective a= α= tan α=

3129 psf

2.8 deg

0.05

978 psf

21.8 deg

0.40

E x c e s s P o re

P re s s v ia to r

S tr e f

-2500

10000

0% 8% 16%

E x c e s s P o re

P re s s v ia to r

S tr e f

-2500

10000

0% 8% 16%

E x c e s s P o re

P re s s v ia to r

S tr e f

-2500

10000

0% 8% 16%

E x c e s s P o re

P re s s v ia to r

S tr e f

-2500

10000

0% 8% 16%

FIGURE D-5-15

G594Amendment No. 0003 o n s o lid a ti o n P re s s u re s a n d /o r N o rm a l L o a d s w e re a p p lie d p e r

P ro je c t a n d /o r C lie n t R e q u e s t

M a te ri a l C la s s if ic a ti o n u n le s s d a ta i s a v a ila b le is b a s e d o n t h e A

S T

M D

V is u a l- M a n u a l P ro c e d u re s

N .M

N o t M e a s u re d

N

.P

N o n P la s ti c

TRIAXIAL SHEAR TEST REPORT

Kleinfelder, Inc.

Irving, TX

Client: Kenall Inc.

Project:

Source of Sample: UD-23-12 Depth: 45.5' - 48.0'

Sample Number: Top & Middle

Proj. No.: 20233893.001A Date Sampled: N/A

Type of Test:

CU with Pore Pressures

Sample Type: Remolded & Undisturbed

Description: Silty Clayey Sand, brown

LL= 23 PI= 7PL= 16

Assumed Specific Gravity= 2.7

Remarks: Passing #200 Sieve = 39.4%

Specimen "Top" was remolded at insitu moisture and density.

Figure 1

Specimen No. Top Middle

Water Content, % Dry Density, pcf Saturation, % Void Ratio Diameter, in.

Height, in.

Water Content, % Dry Density, pcf Saturation, % Void Ratio Diameter, in.

Height, in.

Strain, %

Strain, %

Excess Pore Pr., psf

Excess Pore Pr., psf

Strain rate, %/min.

Eff. Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf σ1 Failure, psf σ3 Failure, psf

In it ia l A t T e s t

27.0 96.9 98.5

0.7401 2.021 3.990

23.0 103.5

98.7 0.6291

1.973 3.921

0.0020

15.2

34.20

15.2

20.0 104.9

89.0 0.6065

2.375 4.736

20.4 108.4

99.3 0.5552

2.354 4.668

0.0020

9.9

69.42

14891

14326

14.9

19698

D e v ia to r

S tr e s s p s f

10000

15000

20000

25000

30000

Axial Strain, %

0 5 10 15 20

S h e a r S tr e s s p s f

10000

15000

Total Normal Stress, psf

Effective Normal Stress, psf

0 5000 10000 15000 20000 25000 30000

C, psf φ, deg

Tan(φ)

Total Effective

24.7

0.46

36.8

0.75

FIGURE D-5-16

Arroyo Canal Fish Screen and Sack Dam Fish Passage

G595Amendment No. 0003 o n s o lid a ti o n P re s s u re s a n d /o r N o rm a l L o a d s w e re a p p lie d p e r

P ro je c t a n d /o r C lie n t R e q u e s t

M a te ri a l C la s s if ic a ti o n u n le s s d a ta i s a v a ila b le is b a s e d o n t h e A

S T

M D

V is u a l- M a n u a l P ro c e d u re s

N .M

N o t M e a s u re d

N

.P

N o n P la s ti c

Client: Kenall Inc.

Project:

Source of Sample: UD-23-12 Depth: 45.5' - 48.0' Sample Number: Top & Middle

Project No.: 20233893.001A Figure 2 Kleinfelder, Inc.

q p s f

12000 p, psf

Stress Paths: Total Effective

0 4000 8000 12000 16000 20000 24000

Peak Strength

Total Effective a= α= tan α=

0.00 psf

22.7 deg

0.42

0.00 psf

30.9 deg

0.60

E x c e s s P o re

P re s s v ia to r

S tr e f

-5000

10000

15000

20000

0% 8% 16%

E x c e s s P o re

P re s s v ia to r

S tr e f

-5000

10000

15000

20000

0% 8% 16%

E x c e s s P o re

P re s s v ia to r

S tr e f

-5000

10000

15000

20000

0% 8% 16%

E x c e s s P o re

P re s s v ia to r

S tr e f

-5000

10000

15000

20000

0% 8% 16%

FIGURE D-5-16

G596Amendment No. 0003 o n s o lid a ti o n P re s s u re s a n d /o r N o rm a l L o a d s w e re a p p lie d p e r

P ro je c t a n d /o r C lie n t R e q u e s t

M a te ri a l C la s s if ic a ti o n u n le s s d a ta i s a v a ila b le is b a s e d o n t h e A

S T

M D

V is u a l- M a n u a l P ro c e d u re s

N .M

N o t M e a s u re d

N

.P

N o n P la s ti c

TRIAXIAL SHEAR TEST REPORT

Kleinfelder, Inc.

Irving, TX

Client: Kenall Inc.

Project:

Source of Sample: UD-23-12 Depth: 45.5' - 48.0'

Sample Number: Bottom

Proj. No.: 20233893.001A Date Sampled: N/A

Type of Test:

CU with Pore Pressures

Sample Type: Undisturbed

Description: Silty Clayey Sand, brown

LL= 23 PI= 7PL= 16

Assumed Specific Gravity= 2.7

Remarks: Passing Sieve #200 = 39.4%

The test was ran as a Single Point CU test.

Figure 1

Specimen No. Bottom

Water Content, % Dry Density, pcf Saturation, % Void Ratio Diameter, in.

Height, in.

Water Content, % Dry Density, pcf Saturation, % Void Ratio Diameter, in.

Height, in.

Strain, %

Strain, %

Excess Pore Pr., psf

Excess Pore Pr., psf

Strain rate, %/min.

Eff. Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf σ1 Failure, psf σ3 Failure, psf

In it ia l A t T e s t

22.8 102.6

95.9 0.6425

2.380 5.030

21.7 105.5

98.2 0.5980

2.359 4.980

0.0020

15.2

66.76

10747

10747

15.2

14146

D e v ia to r

S tr e s s p s f

10000

12500

15000

Axial Strain, %

0 5 10 15 20

S h e a r S tr e s s p s f

12000

Total Normal Stress, psf

Effective Normal Stress, psf

0 4000 8000 12000 16000 20000 24000

C, psf φ, deg

Tan(φ)

Total Effective

21.0

0.38

37.8

0.77

FIGURE D-5-17

Arroyo Canal Fish Screen and Sack Dam Fish Passage

G597Amendment No. 0003 o n s o lid a ti o n P re s s u re s a n d /o r N o rm a l L o a d s w e re a p p lie d p e r

P ro je c t a n d /o r C lie n t R e q u e s t

M a te ri a l C la s s if ic a ti o n u n le s s d a ta i s a v a ila b le is b a s e d o n t h e A

S T

M D

V is u a l- M a n u a l P ro c e d u re s

N .M

N o t M e a s u re d

N

.P

N o n P la s ti c

Client: Kenall Inc.

Project:

Source of Sample: UD-23-12 Depth: 45.5' - 48.0' Sample Number: Bottom

Project No.: 20233893.001A Figure 2 Kleinfelder, Inc.

q p s f p, psf

Stress Paths: Total Effective

0 3000 6000 9000 12000 15000 18000

Peak Strength

Total Effective a= α= tan α=

0.00 psf

19.7 deg

0.36

0.00 psf

31.5 deg

0.61

E x c e s s P o re

P re s s v ia to r

S tr e f

-4000

12000

16000

0% 8% 16%

E x c e s s P o re

P re s s v ia to r

S tr e f

-4000

12000

16000

0% 8% 16%

E x c e s s P o re

P re s s v ia to r

S tr e f

-4000

12000

16000

0% 8% 16%

E x c e s s P o re

P re s s v ia to r

S tr e f

-4000

12000

16000

0% 8% 16%

FIGURE D-5-17

G598Amendment No. 0003

Tested By: T. Reid / E. Arapi Checked By: T. Tejeira, PE o n s o lid a ti o n P re s s u re s a n d /o r N o rm a l L o a d s w e re a p p lie d p e r

P ro je c t a n d /o r C lie n t R e q u e s t

M a te ri a l C la s s if ic a ti o n u n le s s d a ta i s a v a ila b le is b a s e d o n t h e A

S T

M D

V is u a l- M a n u a l P ro c e d u re s

N .M

N o t M e a s u re d

N

.P

N o n P la s ti c

TRIAXIAL SHEAR TEST REPORT

Kleinfelder, Inc.

Irving, TX

Client: Kenall Inc.

Project:

Source of Sample: UD-23-12 Depth: 67.5'-70.0'

Sample Number: Botton

Proj. No.: 20233893.001A Date Sampled: N/A

Type of Test:

CU with Pore Pressures

Sample Type: Undisturbed

Description: Lean Clay with Sand, light brownish gray

LL= 40 PI= 23PL= 17

Assumed Specific Gravity= 2.7

Remarks: Passing #200 Sieve = 82.1%

The test was ran as a Single Point CU test.

Figure 1

Specimen No. Bottom

Water Content, % Dry Density, pcf Saturation, % Void Ratio Diameter, in.

Height, in.

Water Content, % Dry Density, pcf Saturation, % Void Ratio Diameter, in.

Height, in.

Strain, %

Strain, %

Excess Pore Pr., psf

Excess Pore Pr., psf

Strain rate, %/min.

Eff. Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf σ1 Failure, psf σ3 Failure, psf

In it ia l A t T e s t

29.3 94.9

102.1 0.7757

2.390 4.820

22.5 106.2 103.7

0.5866 2.299 4.655

0.0020

15.5

55.55

15.5

11431

D e v ia to r

S tr e s s p s f

Axial Strain, %

0 5 10 15 20

S h e a r S tr e s s p s f

Total Normal Stress, psf

Effective Normal Stress, psf

0 3000 6000 9000 12000 15000 18000

C, psf φ, deg

Tan(φ)

Total Effective

20.2

0.37

35.9

0.72

FIGURE D-5-18

Arroyo Canal Fish Screen and Sack Dam Fish Passage

G599Amendment No. 0003

Tested By: T. Reid / E. Arapi Checked By: T. Tejeira, PE o n s o lid a ti o n P re s s u re s a n d /o r N o rm a l L o a d s w e re a p p lie d p e r

P ro je c t a n d /o r C lie n t R e q u e s t

M a te ri a l C la s s if ic a ti o n u n le s s d a ta i s a v a ila b le is b a s e d o n t h e A

S T

M D

V is u a l- M a n u a l P ro c e d u re s

N .M

N o t M e a s u re d

N

.P

N o n P la s ti c

Client: Kenall Inc.

Project:

Source of Sample: UD-23-12 Depth: 67.5'-70.0' Sample Number: Botton

Project No.: 20233893.001A Figure 2 Kleinfelder, Inc.

q p s f p, psf

Stress Paths: Total Effective

0 3000 6000 9000 12000 15000 18000

Peak Strength

Total Effective a= α= tan α=

0.00 psf

19.1 deg

0.35

0.00 psf

30.4 deg

0.59

E x c e s s P o re

P re s s v ia to r

S tr e f

10000

0% 8% 16%

E x c e s s P o re

P re s s v ia to r

S tr e f

10000

0% 8% 16%

E x c e s s P o re

P re s s v ia to r

S tr e f

10000

0% 8% 16%

E x c e s s P o re

P re s s v ia to r

S tr e f

10000

0% 8% 16%

FIGURE D-5-18

G600Amendment No. 0003

Tested By: T. Reid / E. Arapi Checked By: G. Anderson, PE

CONSOLIDATION TEST REPORT

Coefficients of Consolidation and Secondary Consolidation

No.

Load (psf)

Cv (ft.2/day)

Cα No.

Load (psf)

Cv (ft.2/day)

Cα No.

Load (psf)

Cv (ft.2/day)

Cα

1 100 0.237

2 200 0.219

3 500 0.634

4 1000 0.274

5 2000 0.585

6 4000 0.465

7 8000 0.648

8 15000 0.491

9 30000 0.450

10 15000 0.041

11 8000 0.285

12 4000 0.109

13 8000 0.034

14 15000 0.221

15 30000 0.283

16 58000 0.324

17 30000 0.924

18 15000 0.912

19 5000 0.845

20 1000 0.288

21 100 0.036

V o id

R a ti o

0.585

0.600

0.615

0.630

0.645

0.660

0.675

0.690

0.705

0.720

0.735

Applied Pressure - psf

10 100 1000 10000 100000

Natural Dry Dens.

LL PI Sp. Gr.

Overburden Pc Cc Cr Initial Void

Saturation Moisture (pcf) (psf) (psf) Ratio

105.7 % 27.9 % 98.4 N.M. N.M. 2.7 1635 12344 0.09 0.01 0.712

Clayey Sand. light brown SC

20233893.001A Kenall Inc.

Passing #200 Sieve = 29.5%

MATERIAL DESCRIPTION USCS AASHTO

Project No. Client: Remarks:

Project:

Source of Sample: UD-23-12 Depth: 13.0' - 15.5' Sample Number: Middle

Kleinfelder, Inc.

Irving, TX

FIGURE D-6-5

Arroyo Canal Fish Screen and Sack Dam Fish Passage Project, San Joaquin River Restoration Program

G601Amendment No. 0003

Coefficients of Consolidation and Secondary Consolidation

No.

Load (psf)

Cv (ft.2/day)

Cα No.

Load (psf)

Cv (ft.2/day)

Cα No.

Load (psf)

Cv (ft.2/day)

Cα

1 100 0.002

2 200 0.013

3 500 0.351

4 1000 0.318

5 2000 0.191

6 4000 0.186

7 8000 0.162

8 15000 0.233

9 30000 0.355

10 15000 0.157

11 8000 0.955

12 4000 0.150

13 8000 0.021

14 15000 0.300

15 30000 0.279

16 58000 0.339

17 30000 0.523

18 15000 0.139

19 5000 0.524

20 1000 0.363

21 100 0.512

V o id

R a ti o

0.62

0.64

0.66

0.68

0.70

0.72

0.74

0.76

0.78

0.80

0.82

Applied Pressure - psf

10 100 1000 10000 100000

Natural Dry Dens.

LL PI Sp. Gr.

Overburden Pc Cc Cr Initial Void

Saturation Moisture (pcf) (psf) (psf) Ratio

70.5 % 20.8 % 93.8 N.M. N.M. 2.7 3115 11415 0.16 0.01 0.798

Sandy Silt, light grayish brown ML

20233893.001A Kenall Inc.

MATERIAL DESCRIPTION USCS AASHTO

Project No. Client: Remarks:

Project:

Source of Sample: UD-23-12 Depth: 27.5' - 30.0' Sample Number: Top #2

Kleinfelder, Inc.

Irving, TX

FIGURE D-6-6

Arroyo Canal Fish Screen and Sack Dam Fish Passage Project, San Joaquin River

G602Amendment No. 0003

Test Method: ASTM D2435, Method B Sample Type: Intact Sample Description: Brown Sandy Lean CLAY

Gs: 2.75 LL: nm PI: nm Amount of Material Finer than the No. 200, %: nm

84.1

92.8

Remarks:

PROJECT NO.: 20233893

ENTRY BY: M. Lee

CHECKED BY: C. Pollack

Wet Density, lb/f

111.3

121.0

FIGURE

1.042

3130 Kilgore Rd, Rancho Cordova, CA, 95670 PAGE: 1 of 8

DATE: 12/21/2023

ONE DIMENSIONAL CONSOLIDATION

TEST

Test Date: 12/4/23

Depth, ft: 48.0-50.5

Sample: S9

Boring: UD-23-12

Final 0.680 2.010 30.3 98.0 0.851

Initial 0.750 2.010 32.3 85.3

Height, in. Diameter, in.

Water Content, Dry Density, lb/f

Saturation, % Void Ratio

Assumed

0.00

1.00

2.00

3.00

4.00

5.00

6.00

7.00

8.00

9.00

10.00

11.00

12.00

13.00

14.00

15.00

16.00

10 100 1,000 10,000 100,000

S tr a in

Vertical Effective Stress, psf

0.650

0.700

0.750

0.800

0.850

0.900

0.950

1.000

1.050

1.100

10 100 1,000 10,000 100,000

V o id R a ti o

Vertical Effective Stress, psf

D-6-7Arroyo Canal Fish Screen and Sack Dam Fish Passage Project

San Joaquin River Restoration Program California Great Basin Region

Fresno and Madera Counties, California

G603

Amendment No. 0003

Laboratory Test Report

Client:

Project:

00-000L - Laboratory Testing

20233893.001A

Report No.:

Sampled by:

Submitted by:

Field ID: UD-23-12

Date:

Date:

Issued: 11/16/202323-STK-01356 Rev. 0Kenall Inc.

Not Provided

Limitations: Pursuant to applicable building codes, the results presented in this report are for the exclusive use of the client and the registered design professional in responsible charge. The results apply only to the samples tested. If changes to the specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (meets/did not meet), if provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.

Reviewed on 11/16/2023 by Adam Wohletz, Technician III

Kleinfelder Stockton Lab | 2001 Arch-Airport Road, Suite 100 | Stockton, CA 95206 | (209) 948-1345

FIGURE D-7-7

Arroyo Canal Fish Screen and Sack Dam Fish Passage Project

G604

Project:

00-000L - Laboratory Testing

20233893.001A

Report No.:

Sampled by:

Submitted by:

Field ID: UD-23-12

Date:

Date:

Issued: 11/16/202323-STK-01356 Rev. 0Kenall Inc.

Not Provided

Limitations: Pursuant to applicable building codes, the results presented in this report are for the exclusive use of the client and the registered design professional in responsible charge. The results apply only to the samples tested. If changes to the specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (meets/did not meet), if provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.

Reviewed on 11/16/2023 by Adam Wohletz, Technician III

Kleinfelder Stockton Lab | 2001 Arch-Airport Road, Suite 100 | Stockton, CA 95206 | (209) 948-1345

FIGURE D-7-8

Arroyo Canal Fish Screen and Sack Dam Fish Passage Project

G605

Project:

00-000L - Laboratory Testing

20233893.001A

Report No.:

Sampled by:

Submitted by:

Field ID: UD-23-12

Date:

Date:

Issued: 11/16/202323-STK-01356 Rev. 0Kenall Inc.

Not Provided

Limitations: Pursuant to applicable building codes, the results presented in this report are for the exclusive use of the client and the registered design professional in responsible charge. The results apply only to the samples tested. If changes to the specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (meets/did not meet), if provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.

Reviewed on 11/16/2023 by Adam Wohletz, Technician III

Kleinfelder Stockton Lab | 2001 Arch-Airport Road, Suite 100 | Stockton, CA 95206 | (209) 948-1345

FIGURE D-7-9

Arroyo Canal Fish Screen and Sack Dam Fish Passage Project

G606

Project:

00-000L - Laboratory Testing

20233893.001A

Report No.:

Sampled by:

Submitted by:

Field ID: UD-23-12

Date:

Date:

Issued: 11/16/202323-STK-01356 Rev. 0Kenall Inc.

Not Provided

Limitations: Pursuant to applicable building codes, the results presented in this report are for the exclusive use of the client and the registered design professional in responsible charge. The results apply only to the samples tested. If changes to the specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (meets/did not meet), if provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.

Reviewed on 11/16/2023 by Adam Wohletz, Technician III

Kleinfelder Stockton Lab | 2001 Arch-Airport Road, Suite 100 | Stockton, CA 95206 | (209) 948-1345

FIGURE D-7-10

Arroyo Canal Fish Screen and Sack Dam Fish Passage Project

G607

Project:

00-000L - Laboratory Testing

20233893.001A

Report No.:

Sampled by:

Submitted by:

Field ID: UD-23-12

Date:

Date:

Issued: 11/16/202323-STK-01356 Rev. 0Kenall Inc.

Not Provided

Limitations: Pursuant to applicable building codes, the results presented in this report are for the exclusive use of the client and the registered design professional in responsible charge. The results apply only to the samples tested. If changes to the specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (meets/did not meet), if provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.

Reviewed on 11/16/2023 by Adam Wohletz, Technician III

Kleinfelder Stockton Lab | 2001 Arch-Airport Road, Suite 100 | Stockton, CA 95206 | (209) 948-1345

FIGURE D-7-11

Arroyo Canal Fish Screen and Sack Dam Fish Passage Project

G608

Project:

00-000L - Laboratory Testing

20233893.001A

Report No.:

Sampled by:

Submitted by:

Field ID: UD-23-12

Date:

Date:

Issued: 11/16/202323-STK-01356 Rev. 0Kenall Inc.

Not Provided

Limitations: Pursuant to applicable building codes, the results presented in this report are for the exclusive use of the client and the registered design professional in responsible charge. The results apply only to the samples tested. If changes to the specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (meets/did not meet), if provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.

Reviewed on 11/16/2023 by Adam Wohletz, Technician III

Kleinfelder Stockton Lab | 2001 Arch-Airport Road, Suite 100 | Stockton, CA 95206 | (209) 948-1345

FIGURE D-7-12

Arroyo Canal Fish Screen and Sack Dam Fish Passage Project

G609

Project:

00-000L - Laboratory Testing

20233893.001A

Report No.:

Sampled by:

Submitted by:

Field ID: UD-23-12

Date:

Date:

Issued: 11/16/202323-STK-01356 Rev. 0Kenall Inc.

Not Provided

Limitations: Pursuant to applicable building codes, the results presented in this report are for the exclusive use of the client and the registered design professional in responsible charge. The results apply only to the samples tested. If changes to the specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (meets/did not meet), if provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.

Reviewed on 11/16/2023 by Adam Wohletz, Technician III

Kleinfelder Stockton Lab | 2001 Arch-Airport Road, Suite 100 | Stockton, CA 95206 | (209) 948-1345

FIGURE D-7-13

Arroyo Canal Fish Screen and Sack Dam Fish Passage Project

G610

Project:

00-000L - Laboratory Testing

20233893.001A

Report No.:

Sampled by:

Submitted by:

Field ID: UD-23-12

Date:

Date:

Issued: 11/16/202323-STK-01356 Rev. 0Kenall Inc.

Not Provided

Limitations: Pursuant to applicable building codes, the results presented in this report are for the exclusive use of the client and the registered design professional in responsible charge. The results apply only to the samples tested. If changes to the specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (meets/did not meet), if provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.

Reviewed on 11/16/2023 by Adam Wohletz, Technician III

Kleinfelder Stockton Lab | 2001 Arch-Airport Road, Suite 100 | Stockton, CA 95206 | (209) 948-1345

FIGURE D-7-14

Arroyo Canal Fish Screen and Sack Dam Fish Passage Project

G611

Project:

00-000L - Laboratory Testing

20233893.001A

Report No.:

Sampled by:

Submitted by:

Field ID: UD-23-12

Date:

Date:

Issued: 11/16/202323-STK-01356 Rev. 0Kenall Inc.

Not Provided

Limitations: Pursuant to applicable building codes, the results presented in this report are for the exclusive use of the client and the registered design professional in responsible charge. The results apply only to the samples tested. If changes to the specifications were made and not communicated to Kleinfelder, Kleinfelder assumes no responsibility for pass/fail statements (meets/did not meet), if provided. This report may not be reproduced, except in full, without written approval of Kleinfelder.

Reviewed on 11/16/2023 by Adam Wohletz, Technician III

Kleinfelder Stockton Lab | 2001 Arch-Airport Road, Suite 100 | Stockton, CA 95206 | (209) 948-1345

FIGURE D-7-15

Arroyo Canal Fish Screen and Sack Dam Fish Passage Project

G612

U

-2 3-

U D

-2 3-

U D

-2 3-

U D

-2 3-

U D

-2 3-

U D

-2 3-

U D

-2 3-

U D

-2 3-

U D

-2 3-

U D

-2 3-

U D

-2 3-

U D

-2 3-

U D

-2 3-

.0

.5

.4 6.

6.

U D

-2 3-

.5

.0

.7

.6

.1

U D

-2 3-

.5

.0

.4

.6

.8

U D

-2 3-

.0

.5

.5

.5

8.

U D

-2 3-

.0

.5

.5

.9

.6

U D

-2 3-

.5

.0

.9

.5

.4

U D

-2 3-

.0

.5

.0

.1

.9

Passing 3/8" (%)

Passing #4 (%)

Passing #8 (%)

Passing #10 (%)

Passing #16 (%)

Passing #20 (%)

Passing #30 (%)

Passing #40 (%)

Passing #50 (%)

Passing #60 (%)

Passing #100 (%)

Passing #140 (%)

Passing #200 (%)

Silt (%)

Passing 2" (%)

Passing 1" (%)

Passing 3" (%)

Passing 1-1/2" (%)

F

IG

U R

E

E xp lo ra ti o n

ID

D ep th (f t.

S am p le

N u m b er

Clay (%)

Passing 3/4" (%)

Passing 1/2" (%)

T A

B U

LA

R

S

IE

V E

A N

A

LY

S

IS

gI N

T F

IL

E

K lf_ gi nt _m as te r_

P

R O

JE

C

T N

U M

B E

R

3.

A

O F

F

IC

E F

IL

T

E R

S

T O

C K

T O

N gI N

T T

E M

P

LA

T E

E

:K

LF

_S T

A N

D A

R D

_G

IN

T _L

IB

R

A R

Y _2

3.

G

LB

K

LF

_T A

B U

LA

R

_S

IE

V E

_A N

A

LY

S

IS

P

LO

T

T E

D

1/

/2

3:

P M

B Y

G

G om ez

S an

J oa qu in

R iv er R es to ra tio n P ro je ct M en do ta P oo l B yp as s

R ea ch

B Im pr ov em en ts M en do ta , C al ifo rn ia

P R

O

JE

C T

N O

D A

T E

8/

/2

.0

A

D R

A W

N B

Y

JD

S

C H

E C

K E

D B

Y

JW

D -4 -1

G613Amendment No. 0003

0.0010.010.1110100

3/8 3 10024 16 301 2006 10

Sample Number Sample Description LL PL PI

CuCc

20 40

B O

U L

D E

R

6 601.5 8

%Clay*D60 D30 D10D100 Passing

3/4" Passing

#4 Passing

#200

NP

NP

NP

NP

NP

0.127

0.007

0.004

0.048

0.022

0.011

NM

NM

0.003

0.002

17 - 17.8

28.5 - 29.4

31.5 - 32.4

34 - 35.7

40 - 41.1

Exploration ID Depth (ft.)

P E

R C

E N

T F

IN

E

R B

Y W

E

IG

H T

GRAIN SIZE IN MILLIMETERS

medium fine

GRAVEL SAND

COBBLE

coarse coarsefine

Exploration ID Depth (ft.)

SIEVE ANALYSIS

SILT

HYDROMETERU.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS

1403 4

Coefficients of Uniformity - Cu = D60 / D10

Coefficients of Curvature - CC = (D30) 2 / D60 D10

D60 = Grain diameter at 60% passing

D30 = Grain diameter at 30% passing

D10 = Grain diameter at 10% passing

17 - 17.8

28.5 - 29.4

31.5 - 32.4

34 - 35.7

40 - 41.1

UD-23-13

UD-23-13

UD-23-13

UD-23-13

UD-23-13

UD-23-13

UD-23-13

UD-23-13

UD-23-13

UD-23-13

0.2

0.038

0.034

0.152

0.516

SILTY SAND (SM)

SILTY CLAY with SAND (CL-ML)

SILTY CLAY with SAND (CL-ML)

SILTY SAND (SM)

SILTY SAND (SM)

7.66

NM

NM

4.34

0.39

18.86

NM

NM

44.02

226.34

FIGURE

143/4 1/212

13.4

75.7

72.4

35.5

37.5

6.6

61.6

49.6

27.5

28.0

CLAY

%Silt*

6.8

14.1

22.8

8.0

9.5

*These numbers represent silt-sized and clay-sized content but may not indicate the percentage of the material with the engineering properties of silt or clay.

Sieve Analysis and Hydrometer Analysis testing performed in general accordance with ASTM D6913(Sieve Analysis) and ASTM D7928 (Hydrometer Analysis).

NP = Nonplastic NA = Not Available NM = Not Measured

P

LO

T T

E D

/1 9/

:3

P

M B

Y

JS

al a gI N

T F

IL

E

K lf_ gi nt _m as te r_

O

JE

C

T N

U M

B E

R

.0

F

IC

E

F

IL

T E

R

S T

O C

K T

O N gI N

T T

E M

P

LA

T E

E

:K

LF

_S T

A N

D A

R D

_G

IN

T _L

IB

R

A R

Y _2

.G

LF

_S

IE

V E

A N

A

LY

S

IS

DATE: 11/20/2023

CHECKED BY: VT

DRAWN BY: GG

PROJECT NO.:

20233893.001A

D-4-1Arroyo Canal Fish Screen and Sack Dam Fish Passage Project

San Joaquin River Restoration Program California Great Basin Region

Fresno and Madera Counties, California

G614Amendment No. 0003

0.0010.010.1110100

3/8 3 10024 16 301 2006 10

Sample Number Sample Description LL PL PI

CuCc

20 40

B O

U L

D E

R

6 601.5 8

%Clay*D60 D30 D10D100 Passing

3/4" Passing

#4 Passing

#200

0.008

0.003

NM

0.002

0.004

NM

NM

NM

NM

NM

42.5 - 44.6

55 - 56.5

5 - 7.5

7.5 - 10

10 - 12.5

Exploration ID Depth (ft.)

P E

R C

E N

T F

IN

E

R B

Y W

E

IG

H T

GRAIN SIZE IN MILLIMETERS

medium fine

GRAVEL SAND

COBBLE

coarse coarsefine

Exploration ID Depth (ft.)

SIEVE ANALYSIS

SILT

HYDROMETERU.S. SIEVE OPENING IN INCHES U.S. SIEVE NUMBERS

1403 4

Coefficients of Uniformity - Cu = D60 / D10

Coefficients of Curvature - CC = (D30) 2 / D60 D10

D60 = Grain diameter at 60% passing

D30 = Grain diameter at 30% passing

D10 = Grain diameter at 10% passing

42.5 - 44.6

55 - 56.5

5 - 7.5

7.5 - 10

10 - 12.5

UD-23-13

UD-23-13

UD-23-14

UD-23-14

UD-23-14

UD-23-13

UD-23-13

UD-23-14

UD-23-14

UD-23-14

0.108

0.02

0.008

0.026

0.025

SANDY LEAN CLAY (CL)

LEAN CLAY with SAND (CL)

FAT CLAY (CH)

LEAN CLAY with SAND (CL)

LEAN CLAY with SAND (CL)

NM

NM

NM

NM

NM

NM

NM

NM

NM

NM

FIGURE

143/4 1/212

52.9

76.0

89.2

76.7

73.3

35.5

50.1

43.8

47.8

53.4

CLAY

%Silt*

17.4

25.9

45.4

28.9

19.9

*These numbers represent silt-sized and clay-sized content but may not indicate the percentage of the material with the engineering properties of silt or clay.

Sieve Analysis and Hydrometer Analysis testing performed in general accordance with ASTM D6913(Sieve Analysis) and ASTM D7928 (Hydrometer Analysis).

NP = Nonplastic NA = Not Available NM = Not Measured

P

LO

T T

E D

/1 9/

:3

P

M B

Y

JS

al a gI N

T F

IL

E

K lf_ gi nt _m as te r_

O

JE

C

T N

U M

B E

R

.0

F

IC

E

F

IL

T E

R

S T

O C

K T

O N gI N

T T

E M

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DATE: 11/20/2023

CHECKED BY: VT

DRAWN BY: GG

PROJECT NO.:

20233893.001A

D-4-1Arroyo Canal Fish Screen and Sack Dam Fish Passage Project

San Joaquin River Restoration Program California Great Basin Region

Fresno and Madera Counties, California

G615Amendment No. 0003 jchadwick Highlight jchadwick Highlight jchadwick Highlight jchadwick Highlight o n s o lid a ti o n P re s s u re s a n d /o r N o rm a l L o a d s w e re a p p lie d p e r

P ro je c t a n d /o r C lie n t R e q u e s t

M a te ri a l C la s s if ic a ti o n u n le s s d a ta i s a v a ila b le is b a s e d o n t h e A

S T

M D

V is u a l- M a n u a l P ro c e d u re s

N .M

N o t M e a s u re d

N

.P

N o n P la s ti c

TRIAXIAL SHEAR TEST REPORT

Kleinfelder, Inc.

Irving, TX

Client: Kenall Inc.

Project:

Source of Sample: UD-23-13 Depth: 17.0' - 19.5'

Sample Number: Bottom

Proj. No.: 20233893.001A Date Sampled: N/A

Type of Test:

CU with Pore Pressures

Sample Type: Undisturbed

Description: Silty Sand, light brownish gray

LL= N.P. PI= N.P.

Assumed Specific Gravity= 2.7

Remarks: Passing #200 Sieve = 13.3%

The test was ran as a Single Point CU test.

Figure 1

Specimen No. Bottom

Water Content, % Dry Density, pcf Saturation, % Void Ratio Diameter, in.

Height, in.

Water Content, % Dry Density, pcf Saturation, % Void Ratio Diameter, in.

Height, in.

Strain, %

Strain, %

Excess Pore Pr., psf

Excess Pore Pr., psf

Strain rate, %/min.

Eff. Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf σ1 Failure, psf σ3 Failure, psf

In it ia l A t T e s t

20.7 101.8

85.4 0.6550

2.020 4.000

24.2 103.2 102.9

0.6340 2.007 3.999

0.0060

14.7

13.26

15230 -2856

15230 -2856

14.7

19996

D e v ia to r

S tr e s s p s f

10000

15000

20000

25000

30000

Axial Strain, %

0 5 10 15 20

S h e a r S tr e s s p s f

12000

Total Normal Stress, psf

Effective Normal Stress, psf

0 4000 8000 12000 16000 20000 24000

C, psf φ, deg

Tan(φ)

Total Effective

53.1

1.33

38.0

0.78

FIGURE D-5-19

Arroyo Canal Fish Screen and Sack Dam Fish Passage

G616Amendment No. 0003 o n s o lid a ti o n P re s s u re s a n d /o r N o rm a l L o a d s w e re a p p lie d p e r

P ro je c t a n d /o r C lie n t R e q u e s t

M a te ri a l C la s s if ic a ti o n u n le s s d a ta i s a v a ila b le is b a s e d o n t h e A

S T

M D

V is u a l- M a n u a l P ro c e d u re s

N .M

N o t M e a s u re d

N

.P

N o n P la s ti c

Client: Kenall Inc.

Project:

Source of Sample: UD-23-13 Depth: 17.0' - 19.5' Sample Number: Bottom

Project No.: 20233893.001A Figure 2 Kleinfelder, Inc.

q p s f

12000 p, psf

Stress Paths: Total Effective

0 4000 8000 12000 16000 20000 24000

Peak Strength

Total Effective a= α= tan α=

0.00 psf

38.6 deg

0.80

0.00 psf

31.6 deg

0.62

E x c e s s P o re

P re s s v ia to r

S tr e f

-20000

-10000

10000

20000

30000

0% 8% 16%

E x c e s s P o re

P re s s v ia to r

S tr e f

-20000

-10000

10000

20000

30000

0% 8% 16%

E x c e s s P o re

P re s s v ia to r

S tr e f

-20000

-10000

10000

20000

30000

0% 8% 16%

E x c e s s P o re

P re s s v ia to r

S tr e f

-20000

-10000

10000

20000

30000

0% 8% 16%

FIGURE D-5-19

G617Amendment No. 0003 o n s o lid a ti o n P re s s u re s a n d /o r N o rm a l L o a d s w e re a p p lie d p e r

P ro je c t a n d /o r C lie n t R e q u e s t

M a te ri a l C la s s if ic a ti o n u n le s s d a ta i s a v a ila b le is b a s e d o n t h e A

S T

M D

V is u a l- M a n u a l P ro c e d u re s

N .M

N o t M e a s u re d

N

.P

N o n P la s ti c

TRIAXIAL SHEAR TEST REPORT

Kleinfelder, Inc.

Irving, TX

Client: Kenall Inc.

Project:

Source of Sample: UD-23-13 Depth: 28.5' - 31.0'

Sample Number: Middle

Proj. No.: 20233893.001A Date Sampled: N/A

Type of Test:

CU with Pore Pressures

Sample Type: Remolded

Description: Silty Clay with Sand, browm

LL= 23 PI= 5PL= 18

Assumed Specific Gravity= 2.7

Remarks: Passing #200 Sieve = 75.7%

Specimen was remolded at in situ moisture and density.

The test was ran as a Single Point CU test.

Figure 1

Specimen No. Middle

Water Content, % Dry Density, pcf Saturation, % Void Ratio Diameter, in.

Height, in.

Water Content, % Dry Density, pcf Saturation, % Void Ratio Diameter, in.

Height, in.

Strain, %

Strain, %

Excess Pore Pr., psf

Excess Pore Pr., psf

Strain rate, %/min.

Eff. Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf σ1 Failure, psf σ3 Failure, psf

In it ia l A t T e s t

19.0 105.7

86.0 0.5952

2.018 4.000

19.6 108.9

96.6 0.5478

1.995 3.972

0.0040

15.1

19.98

15.1

D e v ia to r

S tr e s s p s f

Axial Strain, %

0 5 10 15 20

S h e a r S tr e s s p s f

Total Normal Stress, psf

Effective Normal Stress, psf

0 1000 2000 3000 4000 5000 6000

C, psf φ, deg

Tan(φ)

Total Effective

20.2

0.37

24.1

0.45

FIGURE D-5-20

Arroyo Canal Fish Screen and Sack Dam Fish Passage

G618Amendment No. 0003 o n s o lid a ti o n P re s s u re s a n d /o r N o rm a l L o a d s w e re a p p lie d p e r

P ro je c t a n d /o r C lie n t R e q u e s t

M a te ri a l C la s s if ic a ti o n u n le s s d a ta i s a v a ila b le is b a s e d o n t h e A

S T

M D

V is u a l- M a n u a l P ro c e d u re s

N .M

N o t M e a s u re d

N

.P

N o n P la s ti c

Client: Kenall Inc.

Project:

Source of Sample: UD-23-13 Depth: 28.5' - 31.0' Sample Number: Middle

Project No.: 20233893.001A Figure 2 Kleinfelder, Inc.

q p s f p, psf

Stress Paths: Total Effective

0 800 1600 2400 3200 4000 4800

Peak Strength

Total Effective a= α= tan α=

0.00 psf

19.1 deg

0.35

0.00 psf

22.2 deg

0.41

E x c e s s P o re

P re s s v ia to r

S tr e f

-1000

0% 8% 16%

E x c e s s P o re

P re s s v ia to r

S tr e f

-1000

0% 8% 16%

E x c e s s P o re

P re s s v ia to r

S tr e f

-1000

0% 8% 16%

E x c e s s P o re

P re s s v ia to r

S tr e f

-1000

0% 8% 16%

FIGURE D-5-20

G619Amendment No. 0003 o n s o lid a ti o n P re s s u re s a n d /o r N o rm a l L o a d s w e re a p p lie d p e r

P ro je c t a n d /o r C lie n t R e q u e s t

M a te ri a l C la s s if ic a ti o n u n le s s d a ta i s a v a ila b le is b a s e d o n t h e A

S T

M D

V is u a l- M a n u a l P ro c e d u re s

N .M

N o t M e a s u re d

N

.P

N o n P la s ti c

TRIAXIAL SHEAR TEST REPORT

Kleinfelder, Inc.

Irving, TX

Client: Kenall Inc.

Project:

Source of Sample: UD-23-13 Depth: 28.5' - 31.0'

Sample Number: Bottom

Proj. No.: 20233893.001A Date Sampled: N/A

Type of Test:

CU with Pore Pressures

Sample Type: Remolded

Description: Silt Clay with Sand, browm

LL= 23 PI= 5PL= 18

Assumed Specific Gravity= 2.7

Remarks: Passing #200 Sieve = 75.7%

Specimen was remolded at in situ moisture and density.

The test was ran as a Single Point CU test.

Figure 1

Specimen No. Bottom

Water Content, % Dry Density, pcf Saturation, % Void Ratio Diameter, in.

Height, in.

Water Content, % Dry Density, pcf Saturation, % Void Ratio Diameter, in.

Height, in.

Strain, %

Strain, %

Excess Pore Pr., psf

Excess Pore Pr., psf

Strain rate, %/min.

Eff. Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf σ1 Failure, psf σ3 Failure, psf

In it ia l A t T e s t

22.8 104.1

99.3 0.6195

2.000 4.030

20.4 108.5

99.6 0.5541

1.959 4.029

0.0020

15.0

20.70

-308

-308

15.0

10363

D e v ia to r

S tr e s s p s f

Axial Strain, %

0 5 10 15 20

S h e a r S tr e s s p s f

Total Normal Stress, psf

Effective Normal Stress, psf

0 1800 3600 5400 7200 9000 10800

C, psf φ, deg

Tan(φ)

Total Effective

32.9

0.65

31.2

0.61

FIGURE D-5-21

Arroyo Canal Fish Screen and Sack Dam Fish Passage

G620Amendment No. 0003 o n s o lid a ti o n P re s s u re s a n d /o r N o rm a l L o a d s w e re a p p lie d p e r

P ro je c t a n d /o r C lie n t R e q u e s t

M a te ri a l C la s s if ic a ti o n u n le s s d a ta i s a v a ila b le is b a s e d o n t h e A

S T

M D

V is u a l- M a n u a l P ro c e d u re s

N .M

N o t M e a s u re d

N

.P

N o n P la s ti c

Client: Kenall Inc.

Project:

Source of Sample: UD-23-13 Depth: 28.5' - 31.0' Sample Number: Bottom

Project No.: 20233893.001A Figure 2 Kleinfelder, Inc.

q p s f p, psf

Stress Paths: Total Effective

0 2000 4000 6000 8000 10000 12000

Peak Strength

Total Effective a= α= tan α=

0.00 psf

28.5 deg

0.54

0.00 psf

27.4 deg

0.52

E x c e s s P o re

P re s s v ia to r

S tr e f

-2500

10000

0% 8% 16%

E x c e s s P o re

P re s s v ia to r

S tr e f

-2500

10000

0% 8% 16%

E x c e s s P o re

P re s s v ia to r

S tr e f

-2500

10000

0% 8% 16%

E x c e s s P o re

P re s s v ia to r

S tr e f

-2500

10000

0% 8% 16%

FIGURE D-5-21

G621Amendment No. 0003 o n s o lid a ti o n P re s s u re s a n d /o r N o rm a l L o a d s w e re a p p lie d p e r

P ro je c t a n d /o r C lie n t R e q u e s t

M a te ri a l C la s s if ic a ti o n u n le s s d a ta i s a v a ila b le is b a s e d o n t h e A

S T

M D

V is u a l- M a n u a l P ro c e d u re s

N .M

N o t M e a s u re d

N

.P

N o n P la s ti c

TRIAXIAL SHEAR TEST REPORT

Kleinfelder, Inc.

Irving, TX

Client: Kenall Inc.

Project:

Source of Sample: UD-23-13 Depth: 31.5'-34.0'

Sample Number: Middle

Proj. No.: 20233893.001A Date Sampled: N/A

Type of Test:

CU with Pore Pressures

Sample Type: Undisturbed

Description: Silty Clay with Sand, light brownish gray

LL= 23 PI= 7PL= 16

Assumed Specific Gravity= 2.7

Remarks: Passing #200 Sieve = 72.5%

The test was ran as a Single Point CU test.

Figure 1

Specimen No. Middle

Water Content, % Dry Density, pcf Saturation, % Void Ratio Diameter, in.

Height, in.

Water Content, % Dry Density, pcf Saturation, % Void Ratio Diameter, in.

Height, in.

Strain, %

Strain, %

Excess Pore Pr., psf

Excess Pore Pr., psf

Strain rate, %/min.

Eff. Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf σ1 Failure, psf σ3 Failure, psf

In it ia l A t T e s t

25.3 100.3 100.6

0.6802 2.401 4.630

18.4 114.2 104.4

0.4763 2.267 4.562

0.0020

15.2

41.35

15.2

D e v ia to r

S tr e s s p s f

Axial Strain, %

0 5 10 15 20

S h e a r S tr e s s p s f

Total Normal Stress, psf

Effective Normal Stress, psf

0 3000 6000 9000 12000 15000 18000

C, psf φ, deg

Tan(φ)

Total Effective

20.9

0.38

33.7

0.67

FIGURE D-5-22

Arroyo Canal Fish Screen and Sack Dam Fish Passage

G622Amendment No. 0003 o n s o lid a ti o n P re s s u re s a n d /o r N o rm a l L o a d s w e re a p p lie d p e r

P ro je c t a n d /o r C lie n t R e q u e s t

M a te ri a l C la s s if ic a ti o n u n le s s d a ta i s a v a ila b le is b a s e d o n t h e A

S T

M D

V is u a l- M a n u a l P ro c e d u re s

N .M

N o t M e a s u re d

N

.P

N o n P la s ti c

Client: Kenall Inc.

Project:

Source of Sample: UD-23-13 Depth: 31.5'-34.0' Sample Number: Middle

Project No.: 20233893.001A Figure 2 Kleinfelder, Inc.

q p s f p, psf

Stress Paths: Total Effective

0 2000 4000 6000 8000 10000 12000

Peak Strength

Total Effective a= α= tan α=

0.00 psf

19.6 deg

0.36

0.00 psf

29.0 deg

0.56

E x c e s s P o re

P re s s v ia to r

S tr e f

-2000

0% 8% 16%

E x c e s s P o re

P re s s v ia to r

S tr e f

-2000

0% 8% 16%

E x c e s s P o re

P re s s v ia to r

S tr e f

-2000

0% 8% 16%

E x c e s s P o re

P re s s v ia to r

S tr e f

-2000

0% 8% 16%

FIGURE D-5-22

G623Amendment No. 0003 o n s o lid a ti o n P re s s u re s a n d /o r N o rm a l L o a d s w e re a p p lie d p e r

P ro je c t a n d /o r C lie n t R e q u e s t

M a te ri a l C la s s if ic a ti o n u n le s s d a ta i s a v a ila b le is b a s e d o n t h e A

S T

M D

V is u a l- M a n u a l P ro c e d u re s

N .M

N o t M e a s u re d

N

.P

N o n P la s ti c

TRIAXIAL SHEAR TEST REPORT

Kleinfelder, Inc.

Irving, TX

Client: Kenall Inc.

Project:

Source of Sample: UD-23-13 Depth: 34.0' - 36.5'

Sample Number: Top

Proj. No.: 20233893.001A Date Sampled: N/A

Type of Test:

CU with Pore Pressures

Sample Type: Undisturbed

Description: Silty Sand, light brownish gray

LL= N.M. PI= N.M.

Assumed Specific Gravity= 2.7

Remarks: Passing #200 Sieve = 35.5%

The test was ran as a Single Point CU test.

Figure 1

Specimen No. Top

Water Content, % Dry Density, pcf Saturation, % Void Ratio Diameter, in.

Height, in.

Water Content, % Dry Density, pcf Saturation, % Void Ratio Diameter, in.

Height, in.

Strain, %

Strain, %

Excess Pore Pr., psf

Excess Pore Pr., psf

Strain rate, %/min.

Eff. Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf σ1 Failure, psf σ3 Failure, psf

In it ia l A t T e s t

21.7 103.8

93.8 0.6246

2.359 4.500

18.8 113.0 103.6

0.4913 2.274 4.445

0.0020

15.2

28.59

15.2

11591

D e v ia to r

S tr e s s p s f

Axial Strain, %

0 5 10 15 20

S h e a r S tr e s s p s f

Total Normal Stress, psf

Effective Normal Stress, psf

0 3000 6000 9000 12000 15000 18000

C, psf φ, deg

Tan(φ)

Total Effective

30.7

0.59

36.2

0.73

FIGURE D-5-23

Arroyo Canal Fish Screen and Sack Dam Fish Passage

G624Amendment No. 0003 o n s o lid a ti o n P re s s u re s a n d /o r N o rm a l L o a d s w e re a p p lie d p e r

P ro je c t a n d /o r C lie n t R e q u e s t

M a te ri a l C la s s if ic a ti o n u n le s s d a ta i s a v a ila b le is b a s e d o n t h e A

S T

M D

V is u a l- M a n u a l P ro c e d u re s

N .M

N o t M e a s u re d

N

.P

N o n P la s ti c

Client: Kenall Inc.

Project:

Source of Sample: UD-23-13 Depth: 34.0' - 36.5' Sample Number: Top

Project No.: 20233893.001A Figure 2 Kleinfelder, Inc.

q p s f p, psf

Stress Paths: Total Effective

0 2000 4000 6000 8000 10000 12000

Peak Strength

Total Effective a= α= tan α=

0.00 psf

27.1 deg

0.51

0.00 psf

30.5 deg

0.59

E x c e s s P o re

P re s s v ia to r

S tr e f

10000

0% 8% 16%

E x c e s s P o re

P re s s v ia to r

S tr e f

10000

0% 8% 16%

E x c e s s P o re

P re s s v ia to r

S tr e f

10000

0% 8% 16%

E x c e s s P o re

P re s s v ia to r

S tr e f

10000

0% 8% 16%

FIGURE D-5-23

G625Amendment No. 0003 o n s o lid a ti o n P re s s u re s a n d /o r N o rm a l L o a d s w e re a p p lie d p e r

P ro je c t a n d /o r C lie n t R e q u e s t

M a te ri a l C la s s if ic a ti o n u n le s s d a ta i s a v a ila b le is b a s e d o n t h e A

S T

M D

V is u a l- M a n u a l P ro c e d u re s

N .M

N o t M e a s u re d

N

.P

N o n P la s ti c

TRIAXIAL SHEAR TEST REPORT

Kleinfelder, Inc.

Irving, TX

Client: Kenall Inc.

Project:

Source of Sample: UD-23-13 Depth: 34.0' - 36.5'

Sample Number: Bottom

Proj. No.: 20233893.001A Date Sampled: N/A

Type of Test:

CU with Pore Pressures

Sample Type: Undisturbed

Description: Silty Sand, light brownish gray

LL= N.M. PI= N.M.

Assumed Specific Gravity= 2.7

Remarks: Passing #200 Sieve = 35.5%

The test was ran as a Single Point CU test.

Specimen was remolded at in situ moisture and density.

Figure 1

Specimen No. Bottom

Water Content, % Dry Density, pcf Saturation, % Void Ratio Diameter, in.

Height, in.

Water Content, % Dry Density, pcf Saturation, % Void Ratio Diameter, in.

Height, in.

Strain, %

Strain, %

Excess Pore Pr., psf

Excess Pore Pr., psf

Strain rate, %/min.

Eff. Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf σ1 Failure, psf σ3 Failure, psf

In it ia l A t T e s t

20.8 94.7 72.2

0.7792 1.400 2.800

24.5 101.4 100.0

0.6627 1.354 2.799

0.0020

12.0

27.40

10401

14.5

13578

D e v ia to r

S tr e s s p s f

10000

12500

15000

Axial Strain, %

0 5 10 15 20

S h e a r S tr e s s p s f

Total Normal Stress, psf

Effective Normal Stress, psf

0 3000 6000 9000 12000 15000 18000

C, psf φ, deg

Tan(φ)

Total Effective

34.7

0.69

38.4

0.79

FIGURE D-5-24

Arroyo Canal Fish Screen and Sack Dam Fish Passage

G626Amendment No. 0003 o n s o lid a ti o n P re s s u re s a n d /o r N o rm a l L o a d s w e re a p p lie d p e r

P ro je c t a n d /o r C lie n t R e q u e s t

M a te ri a l C la s s if ic a ti o n u n le s s d a ta i s a v a ila b le is b a s e d o n t h e A

S T

M D

V is u a l- M a n u a l P ro c e d u re s

N .M

N o t M e a s u re d

N

.P

N o n P la s ti c

Client: Kenall Inc.

Project:

Source of Sample: UD-23-13 Depth: 34.0' - 36.5' Sample Number: Bottom

Project No.: 20233893.001A Figure 2 Kleinfelder, Inc.

q p s f p, psf

Stress Paths: Total Effective

0 3000 6000 9000 12000 15000 18000

Peak Strength

Total Effective a= α= tan α=

0.00 psf

29.6 deg

0.57

0.00 psf

31.8 deg

0.62

E x c e s s P o re

P re s s v ia to r

S tr e f

10000

12500

0% 8% 16%

E x c e s s P o re

P re s s v ia to r

S tr e f

10000

12500

0% 8% 16%

E x c e s s P o re

P re s s v ia to r

S tr e f

10000

12500

0% 8% 16%

E x c e s s P o re

P re s s v ia to r

S tr e f

10000

12500

0% 8% 16%

FIGURE D-5-24

G627Amendment No. 0003 o n s o lid a ti o n P re s s u re s a n d /o r N o rm a l L o a d s w e re a p p lie d p e r

P ro je c t a n d /o r C lie n t R e q u e s t

M a te ri a l C la s s if ic a ti o n u n le s s d a ta i s a v a ila b le is b a s e d o n t h e A

S T

M D

V is u a l- M a n u a l P ro c e d u re s

N .M

N o t M e a s u re d

N

.P

N o n P la s ti c

TRIAXIAL SHEAR TEST REPORT

Kleinfelder, Inc.

Irving, TX

Client: Kenall Inc.

Project:

Source of Sample: UD-23-13 Depth: 40.0'-42.5'

Sample Number: Bottom

Proj. No.: 20233893.001A Date Sampled: N/A

Type of Test:

CU with Pore Pressures

Sample Type: Undisturbed

Description: Silty Sand, olive gray

LL= 36 PI= 11PL= 25

Assumed Specific Gravity= 2.7

Remarks: Passing #200 Sieve = 37.5%

The test was ran as a Single Point CU test.

Figure 1

Specimen No. Bottom

Water Content, % Dry Density, pcf Saturation, % Void Ratio Diameter, in.

Height, in.

Water Content, % Dry Density, pcf Saturation, % Void Ratio Diameter, in.

Height, in.

Strain, %

Strain, %

Excess Pore Pr., psf

Excess Pore Pr., psf

Strain rate, %/min.

Eff. Cell Pressure, psi

Fail. Stress, psf

Ult. Stress, psf σ1 Failure, psf σ3 Failure, psf

In it ia l A t T e s t

14.9 111.5

78.5 0.5124

2.