16-R-0027-Att1.pdf

CL

CL

CL

CL

CL

CL

USCS

Depth: 0"' to 2.5' Time: 39 sec Pressure: 400 psi

SPT=2"OD Standard splitspoon, 140lb autohammer with 30" drop;

2000 CME 1050 ATV Ser. # 297200 Average Efficiency = 84.7% Depth: 2.5"' to 5' Time: 21 sec Pressure: 350 psi

Depth: 5"' to 7.5' Time: 10 sec Pressure: 350 psi groundwater encountered, 8/11/2015

STOPPED DRILLING

USACE notified PPI of rising flood water on 5/27/2015 at 1000, and issued a stop work order effective no later than EOD 5/27/2015. Boring terminated at 1030 and backfilled with soil cuttings.

Depth: 7.5"' to 10' Time: 13 sec Pressure: 300 psi

0' to 12.8': LEAN CLAY (CL), BROWN

GRAY, MOIST, MEDIUM STIFF, WITH

SILT, AND FINE SAND, GRASS

COVERED.

15. DATE BORING

DEG FROM

VERTICAL

HORIZONTAL

DRILLING LOG

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

CH-05-15

8/17/15

DISTURBED

N 709,416.2 E 1,045,035.4

18. SIGNATURE AND TITLE OF INSPECTOR

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

SHEET

State Plane

MVS

14. ELEVATION GROUND WATER

OF

COMPLETEDSTARTED

DIVISION

11. MANUFACTURER'S DESIGNATION OF DRILL

MVD

VERTICAL

1. PROJECT

UNDISTURBED

NAVD88

349.2 8/11/15

N/A

2. HOLE NUMBER

2005 CME 55 Track Mount

Greg Swift Geologist

6 5/8" I.D HSA

INSTALLATION

BOIS BRULE

LOCATION COORDINATES

16. ELEVATION TOP OF BORING

5/26/15

VERTICAL

RON DAVIS

17. TOTAL CORE RECOVERY FOR BORING

SHEETS

BEARING

3. DRILLING AGENCY

12 30

INCLINED

Palmerton&Parrish,Inc.

4. NAME OF DRILLER

5. DIRECTION OF BORING

354.7

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

NAD83

86.8

SHEET 1 of 8

F in es

M

CELEV DEPTH

A S

T M

C la ssN60

RECNf

LL P

I

0.0

2.5

5.0

7.5

10.0

Laboratory

Boring Designation CH-05-15

SEP 05

Boring Designation CH-05-15SPK FORM 1836-A

S an d

G ra ve l

B lo w s/

0.

ft

S am p N o.

LE

G

E N

D

REMARKS

FIELD CLASSIFICATION OF MATERIALS

(Description)

A C

E

6-

A

D R

IL

LI

N G

L O

G

C

IN

Q U

E H

O M

M E

S .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

9_

_0 2.

G D

T

/5 /1

341.9

340.5

12.8

14.2

CL

CL

CL

CL-

ML

CL

CL

CL

CL

CL

Hole was started on 5/26/2015 and stopped on 5/27/2015 due to a usace stop order for rising flood water, hole was terminated @7.5' below gorund surface and backfilled with soil cuttings.

Drilling resumed 8/11/2015 at 7.5' bgs in the same hole that was backfilled. The drilling log from 5/26/2015 and 5/27/2015 was sent to the

USACE.

ADVANCED 6 5/8" HSA TO

10'BGS STOPPED

DRILLING @10'(8/11/2015)

END OF DAY.

resumed drilling @10' (8/11/2015) began mud rotary @10' bgs with 6" roller bit and mud mix of 100 gal. river water and 35lb baroid quik-gel.

Depth: 10"' to 12.5' Time: 12 sec Pressure: 250 psi Depth: 12.5"' to 15' Time: 13 sec Pressure: 200 psi Depth: 15"' to 17.5' Time: 11 sec Pressure: 200 psi

Depth: 17.5"' to 20' Time: 11 sec Pressure: 200 psi

Depth: 20"' to 22.5' Time: 11 sec Pressure: 300 psi

0' to 12.8': LEAN CLAY (CL), BROWN

GRAY, MOIST, MEDIUM STIFF, WITH

SILT, AND FINE SAND, GRASS

COVERED. (continued) 0' to 12.8': LEAN CLAY (CL), BROWN

GRAY, MOIST, MEDIUM STIFF, WITH

SILT, AND FINE SAND, GRASS

COVERED.

1.9': LEAN CLAY (CL), TAN GRAY,

MOIST, VERY STIFF, WITH FINE

SAND.

2.5': LEAN CLAY (CL), GRAY

REDDISH BROWN, MOIST, MEDIUM

STIFF, TRACE FINE SAND, WITH

CLAY SEAMS.

4.9': LEAN CLAY (CL), GRAY

REDDISH BROWN, MOIST, MEDIUM

STIFF, WITH SILT, TRACE FINE

SAND.

5': LEAN CLAY (CL), GRAY, MOIST,

STIFF TO VERY STIFF, TRACE FINE

SAND, WITH CLAY SEAMS.

6.2': LEAN CLAY (CL), GRAY, MOIST,

STIFF TO VERY STIFF, TRACE FINE

SAND, WITH CLAY SEAMS.

7.5': LEAN CLAY (CL), GRAY, MOIST,

STIFF, TRACE FINE SAND.

8.6': LEAN CLAY (CL), GRAY, MOIST,

STIFF, TRACE FINE SAND.

0' to 12.8': LEAN CLAY (CL), BROWN

GRAY, MOIST, MEDIUM STIFF, WITH

SILT, AND FINE SAND, GRASS

COVERED. (continued)

10': LEAN CLAY (CL), GRAY, MOIST

TO WET, MEDIUM STIFF, TRACE

FINE SAND.

10.9': LEAN CLAY (CL), GRAY,

MOIST TO WET, MEDIUM STIFF,

TRACE FINE SAND.

12.5': LEAN CLAY (CL), GRAY,

MOIST TO WET, MEDIUM STIFF,

TRACE FINE SAND.

12.8' to 14.2': SILTY CLAY (CL-ML), GRAY, WET, SOFT, TRACE FINE

SAND.

14.1': SILTY CLAY (CL-ML), GRAY,

WET, SOFT, TRACE FINE SAND.

14.2' to 23.5': LEAN CLAY (CL), GRAY, WET, SOFT, TRACE FINE

SAND.

15': LEAN CLAY (CL), GRAY, WET,

SOFT, TRACE FINE SAND.

17': LEAN CLAY (CL), GRAY, WET,

MEDIUM STIFF, TRACE FINE SAND.

17.5': LEAN CLAY (CL), GRAY, WET,

MEDIUM STIFF, TRACE FINE SAND.

19.8': LEAN CLAY (CL), GRAY, WET,

MEDIUM STIFF, TRACE FINE SAND.

20': LEAN CLAY (CL), GRAY, MOIST,

MEDIUM STIFF, WITH SILT, TRACE

FINE SAND.

SHEET

OF

2INSTALLATION

MVS

COORDINATE SYSTEM

BOIS BRULE

N 709,416.2 E 1,045,035.4

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

State Plane

354.7

NAVD88

SHEET 2 of 8

F in es

M

CELEV DEPTH

A S

T M

C la ssN60

RECNf

LL P

I

10.0

12.5

15.0

17.5

20.0

Laboratory

Boring Designation CH-05-15

SEP 05

Boring Designation CH-05-15SPK FORM 1836-A

S an d

G ra ve l

B lo w s/

0.

ft

S am p N o.

LE

G

E N

D

REMARKS

FIELD CLASSIFICATION OF MATERIALS

(Description)

A C

E

6-

A

D R

IL

LI

N G

L O

G

C

IN

Q U

E H

O M

M E

S .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

9_

_0 2.

G D

T

/5

331.2

330.8

329.7

328.4

327.2

325.8

324.7

322.2

23.5

23.9

25.0

26.3

27.5

28.9

30.0

32.5

CL

CH

CL

ML

ML

ML

SM

SM

SP

CH

CH

SM

SM

SP

NP

NP

NP

NP

NP

NP

NP

NP

Depth: 22.5"' to 25' Time: 12 sec Pressure: 300 psi

Depth: 25"' to 27.5' Time: 15 sec Pressure: 250 psi

Depth: 27.5"' to 30' Time: 12 sec Pressure: 300 psi

0.1' of sample protruding from bottom.

Depth: 30"' to 32.5' Time: 15 sec Pressure: 800 psi

Depth: 32.5"' to 35' Time: 16 sec Pressure: 800 psi

14.2' to 23.5': LEAN CLAY (CL), GRAY, WET, SOFT, TRACE FINE

SAND. (continued)

22.4': LEAN CLAY (CL), GRAY,

MOIST, MEDIUM STIFF, WITH SILT,

TRACE FINE SAND.

22.5': LEAN CLAY (CL), GRAY,

MOIST, MEDIUM STIFF, WITH SILT,

TRACE FINE SAND.

23.5' to 23.9': FAT CLAY (CH), GRAY, WET, MEDIUM STIFF, TRACE FINE

SAND.

23.9' to 25': LEAN CLAY (CL), GRAY, WET, MEDIUM STIFF, TRACE FINE

SAND.

24.6': LEAN CLAY (CL), GRAY, WET,

MEDIUM STIFF, TRACE FINE SAND,

WITH CLAY SEAMS.

25' to 26.3': SILT (ML).

26.3' to 27.5': SILTY SAND (SM), FINE TO MEDIUM; GRAY, SATURATED, TRACE COARSE SAND, AND CLAY, SEAMS.

27.1': SILTY SAND (SM), FINE TO

MEDIUM; GRAY, SATURATED,

TRACE COARSE SAND, AND CLAY,

SEAMS.

27.5' to 28.9': POORLY GRADED

SAND (SP), FINE TO MEDIUM; GRAY,

SATURATED.

28.9' to 30': FAT CLAY (CH), GRAY, MOIST, MEDIUM STIFF, SCATTERED

SILT SEAMS.

29.9': FAT CLAY (CH), GRAY, MOIST,

MEDIUM STIFF, SCATTERED SILT

SEAMS.

30' to 32.5': SILTY SAND (SM), FINE

TO MEDIUM, SUBANGULAR TO

SUBROUNDED; GRAY, SATURATED,

TRACE OF CLAY SEAMS/PIECES.

31.8': SILTY SAND (SM), FINE TO

MEDIUM, SUBROUNDED TO

SUBANGULAR; GRAY, SATURATED,

TRACE, CLAY SEAMS.

32.5' to 34.7': POORLY GRADED

SAND (SP), GRAY, SATURATED,

TRACE, CLAY SEAMS.

SHEET

OF

3INSTALLATION

MVS

COORDINATE SYSTEM

BOIS BRULE

N 709,416.2 E 1,045,035.4

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

State Plane

354.7

NAVD88

SHEET 3 of 8

F in es

M

CELEV DEPTH

A S

T M

C la ssN60

RECNf

LL P

I

22.5

25.0

27.5

30.0

32.5

Laboratory

Boring Designation CH-05-15

SEP 05

Boring Designation CH-05-15SPK FORM 1836-A

S an d

G ra ve l

B lo w s/

0.

ft

S am p N o.

LE

G

E N

D

REMARKS

FIELD CLASSIFICATION OF MATERIALS

(Description)

A C

E

6-

A

D R

IL

LI

N G

L O

G

C

IN

Q U

E H

O M

M E

S .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

9_

_0 2.

G D

T

/5

320.0

317.5

314.7

312.7

34.7

37.2

40.0

42.0

SM

SM

SM

SP-

SM

SM

SP-

SM

SP-

SM

NP

NP

NP

NP

NP

NP

NP

Depth: 35"' to 37.5' Time: 20 sec Pressure: 400 psi attempted shelby tube @37.5' sample not retained.

pushed 19sec@ 400 to 1000 psi, and rest 10 sec. refusal @39.6 attempted shelby tube @42.5' sample not retained.

pushed 18sec@400 to 1000 psi before refusal @ 43.9' rest 1min.

34.7' to 37.2': SILTY SAND (SM), FINE; GRAY, SATURATED, TRACE OF

CLAY SEAMS.

35': SILTY SAND (SM).

36.8': SILTY SAND (SM), FINE;

GRAY, SATURATED, WITH SILT,

WITH CLAY.

37.2' to 40': POORLY GRADED SAND

WITH SILT (SP-SM), FINE; GRAY,

SATURATED, LOOSE, WITH SILT.

37.5': POORLY GRADED SAND

WITH SILT (SP-SM), GRAY,

SATURATED, LOOSE, WITH SILT.

40' to 42': SILTY SAND (SM), FINE;

GRAY, SATURATED, VERY LOOSE.

42' to 53.5': POORLY GRADED SAND

WITH SILT (SP-SM), FINE; GRAY,

SATURATED, LOOSE, WITH SILT,

CLAY SEAMS.

42.5':

45': POORLY GRADED SAND WITH

SILT (SP-SM), FINE; GRAY,

SATURATED, MEDIUM DENSE, WITH

SILT.

SHEET

OF

4INSTALLATION

MVS

COORDINATE SYSTEM

BOIS BRULE

N 709,416.2 E 1,045,035.4

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

State Plane

354.7

NAVD88

SHEET 4 of 8

F in es

M

CELEV DEPTH

A S

T M

C la ssN60

RECNf

LL P

I

35.0

37.5

40.0

42.5

45.0

Laboratory

Boring Designation CH-05-15

SEP 05

Boring Designation CH-05-15SPK FORM 1836-A

S an d

G ra ve l

B lo w s/

0.

ft

S am p N o.

LE

G

E N

D

REMARKS

FIELD CLASSIFICATION OF MATERIALS

(Description)

A C

E

6-

A

D R

IL

LI

N G

L O

G

C

IN

Q U

E H

O M

M E

S .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

9_

_0 2.

G D

T

/5 /1

301.2 301.0

53.5 53.7

SP-

SM

SP-

SM

SP-

SM

NP

NP

NP

42' to 53.5': POORLY GRADED SAND

WITH SILT (SP-SM), FINE; GRAY,

SATURATED, LOOSE, WITH SILT,

CLAY SEAMS. (continued)

47.5': POORLY GRADED SAND

WITH SILT (SP-SM), FINE; GRAY,

SATURATED, MEDIUM DENSE, WITH

SILT.

52.5': POORLY GRADED SAND

WITH SILT (SP-SM), FINE; GRAY,

SATURATED, MEDIUM DENSE, WITH

SILT, SANDY CLAY LAYER FROM

53.5' TO 53.7'(DISCARDED).

53.5' to 53.7': SANDY CLAY (SC), VISUAL CLASSIFICATION.

53.7' to 86.1': POORLY GRADED

SAND WITH SILT (SP-SM), GRAY,

SATURATED, MEDIUM DENSE, WITH

SILT.

57.5': POORLY GRADED SAND

WITH SILT (SP-SM), FINE; GRAY,

SATURATED, MEDIUM DENSE, WITH

SILT.

SHEET

OF

5INSTALLATION

MVS

COORDINATE SYSTEM

BOIS BRULE

N 709,416.2 E 1,045,035.4

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

State Plane

354.7

NAVD88

SHEET 5 of 8

F in es

M

CELEV DEPTH

A S

T M

C la ssN60

RECNf

LL P

I

47.5

50.0

52.5

55.0

57.5

Laboratory

Boring Designation CH-05-15

SEP 05

Boring Designation CH-05-15SPK FORM 1836-A

S an d

G ra ve l

B lo w s/

0.

ft

S am p N o.

LE

G

E N

D

REMARKS

FIELD CLASSIFICATION OF MATERIALS

(Description)

A C

E

6-

A

D R

IL

LI

N G

L O

G

C

IN

Q U

E H

O M

M E

S .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

9_

_0 2.

G D

T

/5 /1

SP-

SM

SP-

SM

NP

NP

53.7' to 86.1': POORLY GRADED

SAND WITH SILT (SP-SM), GRAY,

SATURATED, MEDIUM DENSE, WITH

SILT. (continued)

62.5': POORLY GRADED SAND

WITH SILT (SP-SM), FINE; GRAY,

SATURATED, DENSE, WITH SILT.

67.5': POORLY GRADED SAND

WITH SILT (SP-SM), FINE TO

MEDIUM, SUBANGULAR TO

SUBROUNDED; GRAY, SATURATED,

MEDIUM DENSE TO DENSE, WITH

SILT.

SHEET

OF

6INSTALLATION

MVS

COORDINATE SYSTEM

BOIS BRULE

N 709,416.2 E 1,045,035.4

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

State Plane

354.7

NAVD88

SHEET 6 of 8

F in es

M

CELEV DEPTH

A S

T M

C la ssN60

RECNf

LL P

I

60.0

62.5

65.0

67.5

70.0

Laboratory

Boring Designation CH-05-15

SEP 05

Boring Designation CH-05-15SPK FORM 1836-A

S an d

G ra ve l

B lo w s/

0.

ft

S am p N o.

LE

G

E N

D

REMARKS

FIELD CLASSIFICATION OF MATERIALS

(Description)

A C

E

6-

A

D R

IL

LI

N G

L O

G

C

IN

Q U

E H

O M

M E

S .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

9_

_0 2.

G D

T

/5 /1

SP-

SM

SP-

SM

NP

NP

stopped drilling 8/12/2015..end of day resumed drilling 8/13/2015

53.7' to 86.1': POORLY GRADED

SAND WITH SILT (SP-SM), GRAY,

SATURATED, MEDIUM DENSE, WITH

SILT. (continued)

72.5': POORLY GRADED SAND

WITH SILT (SP-SM), FINE TO

MEDIUM, SUBANGULAR TO

SUBROUNDED; GRAY, SATURATED,

DENSE, WITH SILT.

77.5': POORLY GRADED SAND

WITH SILT (SP-SM), FINE TO

MEDIUM, SUBANGULAR TO

SUBROUNDED; GRAY, SATURATED,

DENSE, WITH SILT.

SHEET

OF

7INSTALLATION

MVS

COORDINATE SYSTEM

BOIS BRULE

N 709,416.2 E 1,045,035.4

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

State Plane

354.7

NAVD88

SHEET 7 of 8

F in es

M

CELEV DEPTH

A S

T M

C la ssN60

RECNf

LL P

I

72.5

75.0

77.5

80.0

82.5

Laboratory

Boring Designation CH-05-15

SEP 05

Boring Designation CH-05-15SPK FORM 1836-A

S an d

G ra ve l

B lo w s/

0.

ft

S am p N o.

LE

G

E N

D

REMARKS

FIELD CLASSIFICATION OF MATERIALS

(Description)

A C

E

6-

A

D R

IL

LI

N G

L O

G

C

IN

Q U

E H

O M

M E

S .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

9_

_0 2.

G D

T

/5 /1

268.6

267.9

86.1

86.8

SP-

SM

Grouted upon completion

NP91027

stopped drilling@82.5 8/12/2015..end of day resumed drilling @ 82.5 8/13/2015 rough drilling was encountered at 86' bgs and the drill rod broke leaving a 6' roller bit and approx 4' of drill rod on bottom of hole. hole was abandoned and grouted from 70' to ground surface on 8/14/2015 using(5) 84lb sacks portalnd cement. mixed 25lbs of quik grout and 20 gal river water per sack of portlad.

On 8/17/2015, an offset hole (2.5's of staked location) was drilled with 3" roller bit to 86.8 top of rock was encountered at 86.1' bgs 300 psi down pressure from 86.1' to 86.8' offset hole was grouted from 85' to ground surface using

(2) 94lb sacks portland cement. mixed 25lbs of quik-grou and 20gal river water per sack of portland.(8/17/2015)

53.7' to 86.1': POORLY GRADED

SAND WITH SILT (SP-SM), GRAY,

SATURATED, MEDIUM DENSE, WITH

SILT. (continued) 82.5' to 86.1': POORLY GRADED

SAND WITH SILT (SP-SM), FINE TO

MEDIUM, SUBANGULAR TO

SUBROUNDED; GRAY, SATURATED,

DENSE, WITH SILT. (continued)

86.1' to 86.8': BEDROCK.

86.8':

SHEET

OF

8INSTALLATION

MVS

COORDINATE SYSTEM

BOIS BRULE

N 709,416.2 E 1,045,035.4

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

State Plane

354.7

NAVD88

SHEET 8 of 8

F in es

M

CELEV DEPTH

A S

T M

C la ssN60

RECNf

LL P

I

85.0

Laboratory

Boring Designation CH-05-15

SEP 05

Boring Designation CH-05-15SPK FORM 1836-A

S an d

G ra ve l

B lo w s/

0.

ft

S am p N o.

LE

G

E N

D

REMARKS

FIELD CLASSIFICATION OF MATERIALS

(Description)

A C

E

6-

A

D R

IL

LI

N G

L O

G

C

IN

Q U

E H

O M

M E

S .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

9_

_0 2.

G D

T

/5 /1

UU6A UU6B UU6C

40.04% 37.2% 41.4%

82.4 86.0 81.3

115.3 118.1 114.9

100.0% 100.0% 100.0%

1.008 0.922 1.035

1.409 1.415 1.408

2.794 2.790 2.785 39.7% 35.2% 41.1%

82.1 86.7 81.2

114.7 117.3 114.6

100% 100% 100%

1.015 0.907 1.037

1.409 1.415 1.408

2.794 2.790 2.785 1.0% 1.0% 1.0%

0 0 0

2.517 3.019 3.378

5.0 6.0 6.0

9.4% 7.0% 6.4%

5.0 6.0 6.0

9.4% 7.0% 6.4%

5.0 6.0 6.0

35.0 41.9 46.9

Unconsolidated Undrained

Undisturbed

2.65

UU6A UU6B UU6C

LL: 55 55 55

PL: 18 18 18 Figure:

PI: 37 37 37

USCS: CH CH CH Depth:

Sample No.

Water Content, % Dry Density, pcf

Void Ratio Diameter, in.

Saturation, %

Back Pressure, tsf Cell Pressure, tsf

Strain rate, %/min

Water Content, % Dry Density, pcf

Void Ratio Diameter, in.

Height, in.

Saturation, %

A t T es t Wet Density, pcf

Avg Wet Density

Strain, % σ1 Failure, psi σ3 Failure, psi

TRIAXIAL SHEAR TEST REPORT

Saint Louis District

UU6A, UU6B, UU6C

Date Sample:

29.5, 29.5, 29.5

8/16/2015

Tube No:

Sample No:

Strain, % Ult. Stress, psi

Sample Type:

Assumed Specific Gravity:

Type of Test: District:

Project:

Location:

Boring:

Bois Brule: Jones Pump Station

Bois Brule Levee

CH05-15

ST12

Remarks: Project No:

US ARMY CORPS OF ENGINEERS

Tested By: ____________________ Checked By: __________________

Other tests were conducted in general accordance with ASTM's D422, D2216, D2487.

115.5 pcf

In iti al

Wet Density, pcf Avg Wet Density 116.1 pcf

Height, in.

Fail. Stress, psi

UU6A

UU6B UU6C

10 15 20 25 30 35 40 45 50 55 60

Sh ea r S tr es s, p si

Normal Stress, psi

Results c = 5.5 psi c = 792 psf ɸ = 0.0° Tan(ɸ) = 0.0

UU6A

UU6BUU6C

-5

0 5 10 15 20

De vi at or

S tr es s, p si

Corrected Axial Strain, %

UU6A UU6B UU6C

8/16/2015

Bois Brule LeveeLocation: Project:

Sample No:

Project No:

Checked By: ______________________Tested By: ______________________

US ARMY CORPS OF ENGINEERSDate Sample:

Depth: UU6A, UU6B, UU6C

ST12

29.5, 29.5, 29.5

Saint Louis District

Bois Brule: Jones Pump Stati

Tube No:

District:

CH05-15Boring:

0 10 20

De vi at or

S tr es s, p si

Strain, %

UU6A

0 10 20

De vi at or

S tr es s, p si

Strain, %

UU6C

0 10 20 30 40 50 60 q, p si p, psi

-5

0 10 20

De vi at or

S tr es s, p si

Strain, %

UU6B

Peak Strenght Total a = 5.5 psi α = 0.0° tan(α) = 0.0

UU5A UU5B UU5C

42.02% 38.7% 39.8%

78.8 82.5 79.9

111.9 114.5 111.7

100.0% 100.0% 98.6%

1.099 1.004 1.070

1.415 1.422 1.404

2.789 2.777 2.789 45.1% 40.3% 44.4%

77.7 81.4 77.2

112.7 114.2 111.5

100% 100% 99%

1.129 1.031 1.142

1.415 1.422 1.404

2.789 2.777 2.789 1.0% 1.0% 1.0%

0 0 0

1.992 2.448 2.786

4.8 5.5 5.3

3.7% 5.7% 4.8%

4.8 5.5 5.3

3.7% 5.7% 4.8%

4.8 5.5 5.3

27.7 34.0 38.7

Unconsolidated Undrained

Undisturbed

2.65

UU5A UU5B UU5C

LL: 30 30 30

PL: 22 22 22 Figure:

PI: 8 8 8

USCS: CL CL CL Depth:

Sample No.

Water Content, % Dry Density, pcf

Void Ratio Diameter, in.

Saturation, %

Back Pressure, tsf Cell Pressure, tsf

Strain rate, %/min

Water Content, % Dry Density, pcf

Void Ratio Diameter, in.

Height, in.

Saturation, %

A t T es t Wet Density, pcf

Avg Wet Density

Strain, % σ1 Failure, psi σ3 Failure, psi

TRIAXIAL SHEAR TEST REPORT

Saint Louis District

UU5A, UU5B, UU5C

Date Sample:

23.5, 23.5, 23.5

8/15/2015

Tube No:

Sample No:

Strain, % Ult. Stress, psi

Sample Type:

Assumed Specific Gravity:

Type of Test: District:

Project:

Location:

Boring:

Bois Brule: Jones Pump Station

Bois Brule Levee

CH05-15

ST10

Remarks: Project No:

US ARMY CORPS OF ENGINEERS

Tested By: ____________________ Checked By: __________________

Other tests were conducted in general accordance with ASTM's D422, D2216, D2487.

112.8 pcf

In iti al

Wet Density, pcf Avg Wet Density 112.7 pcf

Height, in.

Fail. Stress, psi

UU5A

UU5B UU5C

10 15 20 25 30 35 40 45 50

Sh ea r S tr es s, p si

Normal Stress, psi

Results c = 5.1 psi c = 734 psf ɸ = 0.0° Tan(ɸ) = 0.0

UU5A

UU5B

UU5C

-5

0 5 10 15 20

De vi at or

S tr es s, p si

UU5A UU5B UU5C

8/15/2015

Project No:

Checked By: ______________________Tested By: ______________________

US ARMY CORPS OF ENGINEERSDate Sample:

Depth: UU5A, UU5B, UU5C

ST10

23.5, 23.5, 23.5

Saint Louis District

Bois Brule: Jones Pump Stati

Tube No:

District:

CH05-15Boring:

-5

0 10 20

De vi at or

S tr es s, p si

Strain, %

UU5A

0 10 20

De vi at or

S tr es s, p si

Strain, %

UU5C

0 10 20 30 40 50 60 q, p si p, psi

0 10 20

De vi at or

S tr es s, p si

Strain, %

UU5B

Peak Strenght Total a = 5.1 psi

UU4A UU4B UU4C

34.21% 33.4% 33.9%

87.4 89.9 89.8

117.3 119.9 120.2

100.0% 100.0% 100.0%

0.891 0.840 0.842

1.405 1.401 1.400

2.801 2.788 2.797 34.7% 33.2% 33.8%

86.8 89.4 89.3

116.8 119.1 119.5

100% 100% 100%

0.906 0.850 0.852

1.405 1.401 1.400

2.801 2.788 2.797 1.0% 1.0% 1.0%

0 0 0

1.969 2.312 2.729

5.2 5.1 5.5

14.8% 13.2% 13.5%

5.2 5.1 5.5

14.8% 13.2% 13.5%

5.2 5.1 5.5

27.3 32.1 37.9

Unconsolidated Undrained

Undisturbed

2.65

UU4A UU4B UU4C

LL: 40

PL: 20 Figure:

PI: 20

USCS: CL Depth:

Sample No.

Water Content, % Dry Density, pcf

Void Ratio Diameter, in.

Saturation, %

Back Pressure, tsf Cell Pressure, tsf

Strain rate, %/min

Water Content, % Dry Density, pcf

Void Ratio Diameter, in.

Height, in.

Saturation, %

A t T es t Wet Density, pcf

Avg Wet Density

Strain, % σ1 Failure, psi σ3 Failure, psi

TRIAXIAL SHEAR TEST REPORT

Saint Louis District

UU4A, UU4B, UU4C

Date Sample:

21.6, 21.6, 21.6

8/15/2015

Tube No:

Sample No:

Strain, % Ult. Stress, psi

Sample Type:

Assumed Specific Gravity:

Type of Test: District:

Project:

Location:

Boring:

Bois Brule: Jones Pump Station

Bois Brule Levee

CH05-15

ST9

Remarks: Project No:

US ARMY CORPS OF ENGINEERS

Tested By: ____________________ Checked By: __________________

Other tests were conducted in general accordance with ASTM's D422, D2216, D2487.

118.5 pcf

In iti al

Wet Density, pcf Avg Wet Density 119.2 pcf

Height, in.

Fail. Stress, psi

UU4A UU4B UU4C

10 15 20 25 30 35 40 45 50

Sh ea r S tr es s, p si

Normal Stress, psi

Results c = 5.1 psi c = 734 psf ɸ = 0.0° Tan(ɸ) = 0.0

UU4AUU4B

UU4C

0 5 10 15 20

De vi at or

S tr es s, p si

UU4A UU4B UU4C

Project No:

Checked By: ______________________Tested By: ______________________

US ARMY CORPS OF ENGINEERSDate Sample:

Depth: UU4A, UU4B, UU4C

ST9

21.6, 21.6, 21.6

Saint Louis District

Bois Brule: Jones Pump Stati

Tube No:

District:

CH05-15Boring:

0 10 20

De vi at or

S tr es s, p si

Strain, %

UU4A

0 10 20

De vi at or

S tr es s, p si

Strain, %

UU4C

0 10 20 30 40 50 60 q, p si p, psi

0 10 20

De vi at or

S tr es s, p si

Strain, %

UU4B

Peak Strenght Total a = 5.1 psi

UU3A UU3B UU3C

31.27% 32.2% 31.0%

92.3 90.9 92.5

121.2 120.1 121.2

100.0% 100.0%

0.791 0.819 0.787

1.394 1.405 1.399

2.803 2.791 2.785 31.4% 31.5% 30.8%

91.9 91.1 92.3

120.7 119.8 120.7

100% 100% 100%

0.800 0.815 0.792

1.394 1.405 1.399

2.803 2.791 2.785 1.0% 1.0% 1.0%

0 0 0

1.745 2.254 2.664

5.6 6.7 7.0

14.8% 14.8% 15.0%

5.6 6.7 7.0

14.8% 14.8% 15.0%

5.6 6.7 7.0

24.2 31.3 37.0

Unconsolidated Undrained

Undisturbed

2.65

UU3A UU3B UU3C

LL: 35 35 35

PL: 20 20 20 Figure:

PI: 15 15 15

USCS: CL CL CL Depth:

Sample No.

Water Content, % Dry Density, pcf

Void Ratio Diameter, in.

Saturation, %

Back Pressure, tsf Cell Pressure, tsf

Strain rate, %/min

Water Content, % Dry Density, pcf

Void Ratio Diameter, in.

Height, in.

Saturation, %

A t T es t Wet Density, pcf

Avg Wet Density

Strain, % σ1 Failure, psi σ3 Failure, psi

TRIAXIAL SHEAR TEST REPORT

Saint Louis District

UU3A, UU3B, UU3C

Date Sample:

18.2, 18.2, 18.2

8/15/2015

Tube No:

Sample No:

Strain, % Ult. Stress, psi

Sample Type:

Assumed Specific Gravity:

Type of Test: District:

Project:

Location:

Boring:

Bois Brule: Jones Pump Station

Bois Brule Levee

CH05-15

ST8

Remarks: Project No:

US ARMY CORPS OF ENGINEERS

Tested By: ____________________ Checked By: __________________

Other tests were conducted in general accordance with ASTM's D422, D2216, D2487.

120.4 pcf

In iti al

Wet Density, pcf Avg Wet Density 120.9 pcf

Height, in.

Fail. Stress, psi

UU3A

UU3B UU3C

0 5 10 15 20 25 30 35 40 45 50

Sh ea r S tr es s, p si

Normal Stress, psi

Results c = 6.2 psi c = 893 psf ɸ = 0.0° Tan(ɸ) = 0.0

UU3A

UU3B

UU3C

0 5 10 15 20

De vi at or

S tr es s, p si

UU3A UU3B UU3C

Project No:

Checked By: ______________________Tested By: ______________________

US ARMY CORPS OF ENGINEERSDate Sample:

Depth: UU3A, UU3B, UU3C

ST8

18.2, 18.2, 18.2

Saint Louis District

Bois Brule: Jones Pump Stati

Tube No:

District:

CH05-15Boring:

0 10 20

De vi at or

S tr es s, p si

Strain, %

UU3A

0 10 20

De vi at or

S tr es s, p si

Strain, %

UU3C

0 10 20 30 40 50 60 q, p si p, psi

0 10 20

De vi at or

S tr es s, p si

Strain, %

UU3B

Peak Strenght Total a = 6.2 psi

UU2A UU2B UU2C

31.25% 31.9% 29.9%

97.3 96.2 95.6

127.7 126.9 124.2

100.0% 100.0% 100.0%

0.700 0.719 0.729

1.379 1.371 1.398

2.800 2.799 2.793 29.3% 31.9% 29.8%

97.7 69.6 95.0

126.3 91.8 123.3

100% 61% 100%

0.693 1.376 0.741

1.379 1.371 1.398

2.800 2.799 2.793 1.0% 1.0% 1.0%

0 0 0

2.294 2.479 1.835

7.9 6.8 7.2

14.8% 14.5% 14.7%

7.9 6.8 7.2

14.8% 14.5% 14.7%

7.9 6.8 7.2

31.9 34.4 25.5

Unconsolidated Undrained

Undisturbed

2.65

UU2A UU2B UU2C

LL:

PL: Figure:

PI:

USCS: Depth:

Sample No.

Water Content, % Dry Density, pcf

Void Ratio Diameter, in.

Saturation, %

Back Pressure, tsf Cell Pressure, tsf

Strain rate, %/min

Water Content, % Dry Density, pcf

Void Ratio Diameter, in.

Height, in.

Saturation, %

A t T es t Wet Density, pcf

Avg Wet Density

Strain, % σ1 Failure, psi σ3 Failure, psi

TRIAXIAL SHEAR TEST REPORT

Saint Louis District

UU2A, UU2B, UU2C

Date Sample:

16.6, 16.6, 16.6

8/14/2015

Tube No:

Sample No:

Strain, % Ult. Stress, psi

Sample Type:

Assumed Specific Gravity:

Type of Test: District:

Project:

Location:

Boring:

Bois Brule: Jones Pump Station

Bois Brule Levee

CH05-15

ST7

Remarks: Project No:

US ARMY CORPS OF ENGINEERS

Tested By: ____________________ Checked By: __________________

Other tests were conducted in general accordance with ASTM's D422, D2216, D2487.

113.8 pcf

In iti al

Wet Density, pcf Avg Wet Density 126.2 pcf

Height, in.

Fail. Stress, psi

UU2A

UU2BUU2C

0 5 10 15 20 25 30 35 40 45 50

Sh ea r S tr es s, p si

Normal Stress, psi

Results c = 7 psi c = 1008 psf ɸ = 0.0° Tan(ɸ) = 0.0

UU2A

UU2B

UU2C

0 5 10 15 20

De vi at or

S tr es s, p si

UU2A UU2B UU2C

8/14/2015

Project No:

Checked By: ______________________Tested By: ______________________

US ARMY CORPS OF ENGINEERSDate Sample:

Depth: UU2A, UU2B, UU2C

ST7

16.6, 16.6, 16.6

Saint Louis District

Bois Brule: Jones Pump Stati

Tube No:

District:

CH05-15Boring:

0 10 20

De vi at or

S tr es s, p si

Strain, %

UU2A

0 10 20

De vi at or

S tr es s, p si

Strain, %

UU2C

0 10 20 30 40 50 60 q, p si p, psi

0 10 20

De vi at or

S tr es s, p si

Strain, %

UU2B

Peak Strenght Total a = 7 psi

UU1A UU1B UU1C

32.32% 29.7% 33.7%

88.9 98.2 93.9

117.6 127.4 125.5

99.5% 100.0% 100.0%

0.861 0.683 0.761

1.386 1.389 1.398

2.782 2.803 2.800 37.9% 29.6% 28.5%

84.7 97.7 97.2

116.9 126.6 124.8

100% 100% 100%

0.952 0.693 0.702

1.386 1.389 1.398

2.782 2.803 2.800 1.0% 1.0% 1.0%

0 0 0

0.688 1.424 1.719

2.3 4.9 4.5 14.5% 15.0% 14.7%

2.3 4.9 4.5 14.5% 15.0% 14.7%

2.3 4.9 4.5

9.6 19.8 23.9

Unconsolidated Undrained

Undisturbed

2.65

UU1A UU1B UU1C

LL:

PL: Figure:

PI:

USCS: Depth:

Sample No.

Water Content, % Dry Density, pcf

Void Ratio Diameter, in.

Saturation, %

Back Pressure, tsf Cell Pressure, tsf

Strain rate, %/min

Water Content, % Dry Density, pcf

Void Ratio Diameter, in.

Height, in.

Saturation, %

A t T es t Wet Density, pcf

Avg Wet Density

Strain, % σ1 Failure, psi σ3 Failure, psi

TRIAXIAL SHEAR TEST REPORT

Saint Louis District

UU1A, UU1B, UU1C

Date Sample:

10.5, 10.5, 10.5

8/14/2015

Tube No:

Sample No:

Strain, % Ult. Stress, psi

Sample Type:

Assumed Specific Gravity:

Type of Test: District:

Project:

Location:

Boring:

Bois Brule: Jones Pump Station

Bois Brule Levee

CH05-15

ST5

Remarks: Project No:

US ARMY CORPS OF ENGINEERS

Tested By: ____________________ Checked By: __________________

Other tests were conducted in general accordance with ASTM's D422, D2216, D2487.

122.8 pcf

In iti al Wet Density, pcf Avg Wet Density 123.5 pcf

Height, in.

Fail. Stress, psi

UU1A

UU1B

UU1C

0 5 10 15 20 25 30

Sh ea r S tr es s, p si

Normal Stress, psi

Results c = 3.4 psi c = 490 psf ɸ = 0.0° Tan(ɸ) = 0.0

UU1A

UU1B

UU1C

0 5 10 15 20

De vi at or

S tr es s, p si

UU1A UU1B UU1C

8/14/2015

Project No:

Checked By: ______________________Tested By: ______________________

US ARMY CORPS OF ENGINEERSDate Sample:

Depth: UU1A, UU1B, UU1C

ST5

10.5, 10.5, 10.5

Saint Louis District

Bois Brule: Jones Pump Stati

Tube No:

District:

CH05-15Boring:

0 10 20

De vi at or

S tr es s, p si

Strain, %

UU1A

0 10 20

De vi at or

S tr es s, p si

Strain, %

UU1C

0 10 20 30 40 50 60 q, p si p, psi

0 10 20

De vi at or

S tr es s, p si

Strain, %

UU1B

Peak Strenght Total a = 3.4 psi

UU-1A UU-1B UU-1C

32.98% 31.9% 32.4%

89.5 94.1 91.8

119.1 124.1 121.6

100.0% 100.0% 100.0%

0.847 0.757 0.801

1.390 1.380 1.390

2.810 2.800 2.800 33.2% 30.8% 32.1%

89.4 94.6 91.8

119.0 123.8 121.3

100% 100% 100%

0.850 0.747 0.801

1.390 1.380 1.390

2.810 2.800 2.800 1.0% 1.0% 1.0%

0 0 0

0.800 0.700 1.515

2.7 4.4 5.2 14.2% 14.8% 13.7%

2.7 4.4 5.2 14.2% 14.8% 13.7%

2.7 4.4 5.2

11.1 9.7 21.0

Unconsolidated Undrained

Undisturbed

2.65

UU-1A UU-1B UU-1C

LL: 33

PL: 21 Figure:

PI: 12

USCS: CL Depth:

121.4 pcf

In iti al Wet Density, pcf Avg Wet Density 121.6 pcf

Height, in.

Fail. Stress, psi

US ARMY CORPS OF ENGINEERS

Tested By: ____________________ Checked By: __________________

Other tests were conducted in general accordance with ASTM's D422, D2216, D2487.

Remarks: Project No:

Sample Type:

Assumed Specific Gravity:

Type of Test: District:

Project:

Location:

Boring:

Bois Brule: Jones Pump Station

Bois Brule Levee

CH-05-15

ST-3

Strain, % σ1 Failure, psi σ3 Failure, psi

TRIAXIAL SHEAR TEST REPORT

Saint Louis District

UU-1A, UU-1B, UU-1C

Date Sample:

5.7, 5.7, 5.7

6/3/2015

Tube No:

Sample No:

Strain, % Ult. Stress, psi

Back Pressure, tsf Cell Pressure, tsf

Strain rate, %/min

Water Content, % Dry Density, pcf

Void Ratio Diameter, in.

Height, in.

Saturation, %

A t T es t Wet Density, pcf

Avg Wet Density

Sample No.

Water Content, % Dry Density, pcf

Void Ratio Diameter, in.

Saturation, %

UU-1A

UU-1B

UU-1C

0 5 10 15 20 25 30

Sh ea r S tr es s, p si

Normal Stress, psi

Results c = 3.6 psi c = 518 psf ɸ = 0.0° Tan(ɸ) = 0.0

UU-1A

UU-1B

UU-1C

0 5 10 15 20

De vi at or

S tr es s, p si

UU-1A UU-1B UU-1C

6/3/2015

ST-3

5.7, 5.7, 5.7

Saint Louis District

Bois Brule: Jones Pump Stati

Tube No:

District:

CH-05-15Boring:

Checked By: ______________________Tested By: ______________________

US ARMY CORPS OF ENGINEERSDate Sample:

Depth: UU-1A, UU-1B, UU-1CSample No:

Project No:

Bois Brule LeveeLocation: Project:

0 10 20

De vi at or

S tr es s, p si

Strain, %

UU-1A

0 10 20

De vi at or

S tr es s, p si

Strain, %

UU-1C

0 10 20 30 40 50 60 q, p si p, psi

0 10 20

De vi at or

S tr es s, p si

Strain, %

UU-1B

Peak Strenght Total a = 3.6 psi

348.1

345.6

7.5

10.0

CL

CL

CL

ML

USCS

Depth: 0"' to 2.5' Time: 25 sec Pressure: 700 psi

SPT=2"OD Standard splitspoon, 140lb autohammer with 30" drop Average Efficiency = 89.5% Depth: 2.5"' to 5' Time: 17 sec Pressure: 450 psi

Depth: 5"' to 7.5' Time: 17 sec Pressure: 250 psi

Depth: 7.5"' to 10' Time: 11 sec Pressure: 350 psi

0' to 7.5': SILTY CLAY (CL), BROWN, MOIST.

2.4': LEAN CLAY (CL), BROWN

TANNISH GRAY, MOIST, STIFF.

2.5':

4.5': LEAN CLAY (CL), BROWN

GRAY, MOIST, SOFT TO MEDIUM

STIFF, TRACE WOOD,

DECOMPOSED PLANTS.

5':

6.7': LEAN CLAY (CL), GRAY, MOIST,

MEDIUM STIFF, SCATTERED

DECOMPOSED PLANTS.

7.5' to 10': SILT (ML).

9.4': SILT (CL), GRAY, MOIST,

MEDIUM STIFF, WITH ORGANICS,

SCATTERED DECOMPOSED

15. DATE BORING

DEG FROM

VERTICAL

HORIZONTAL

DRILLING LOG

12. TOTAL SAMPLES

13. TOTAL NUMBER CORE BOXES

CH-06-15

8/16/15

DISTURBED

N 709,404.0 E 1,045,034.5

18. SIGNATURE AND TITLE OF INSPECTOR

6. THICKNESS OF OVERBURDEN

7. DEPTH DRILLED INTO ROCK

8. TOTAL DEPTH OF BORING

SHEET

State Plane

MVS

14. ELEVATION GROUND WATER

OF

COMPLETEDSTARTED

DIVISION

11. MANUFACTURER'S DESIGNATION OF DRILL

MVD

VERTICAL

1. PROJECT

UNDISTURBED

NAVD88

N/A

2. HOLE NUMBER

2005 CME 55 Track Mount

Greg Swift Geologist

6 5/8" I.D HSA

INSTALLATION

BOIS BRULE

LOCATION COORDINATES

16. ELEVATION TOP OF BORING

8/14/15

VERTICAL

Mike Schaake

17. TOTAL CORE RECOVERY FOR BORING

SHEETS

BEARING

3. DRILLING AGENCY

15 24

INCLINED

Palmerton&Parrish,Inc.

4. NAME OF DRILLER

5. DIRECTION OF BORING

355.6

9. COORDINATE SYSTEM

10. SIZE AND TYPE OF BIT

NAD83

96.8

SHEET 1 of 9

F in es

M

CELEV DEPTH

A S

T M

C la ssN60

RECNf

LL P

I

0.0

2.5

5.0

7.5

10.0

Laboratory

Boring Designation CH-06-15

SEP 05

Boring Designation CH-06-15SPK FORM 1836-A

S an d

G ra ve l

B lo w s/

0.

ft

S am p N o.

LE

G

E N

D

REMARKS

FIELD CLASSIFICATION OF MATERIALS

(Description)

A C

E

6-

A

D R

IL

LI

N G

L O

G

C

IN

Q U

E H

O M

M E

S .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

9_

_0 2.

G D

T

/5

CL

CL

CL

CL

CL

Depth: 10"' to 12.5' Time: 16 sec Pressure: 400 psi

Depth: 12.5"' to 15' Time: 11 sec Pressure: 200 psi

Depth: 15"' to 17.5' Time: 11 sec Pressure: 200 psi

Depth: 17.5"' to 20' Time: 18 sec Pressure: 200 psi

Depth: 20"' to 22.5' Time: 16 sec Pressure: 250 psi

PLANTS.

10' to 22.5': LEAN CLAY (CL).

11.9': SILTY CLAY (CL), GRAY,

MOIST, VERY SOFT TO SOFT,

SCATTERED DECOMPOSED

PLANTS.

12.5':

13.3': LEAN CLAY (CL), GRAY,

MOIST, VERY SOFT TO SOFT,

TRACE WOOD.

15':

16.7': LEAN CLAY (CL), GRAY,

MOIST, SOFT TO MEDIUM STIFF.

17.5': LEAN CLAY (CL), GRAY TAN,

MOIST TO WET, SOFT.

19.9': LEAN CLAY (CL), GRAY,

MOIST, SOFT TO MEDIUM STIFF,

WITH CLAYEY SILT SEAMS /LAYERS.

20':

SHEET

OF

2INSTALLATION

MVS

COORDINATE SYSTEM

BOIS BRULE

N 709,404.0 E 1,045,034.5

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

State Plane

355.6

NAVD88

SHEET 2 of 9

F in es

M

CELEV DEPTH

A S

T M

C la ssN60

RECNf

LL P

I

10.0

12.5

15.0

17.5

20.0

Laboratory

Boring Designation CH-06-15

SEP 05

Boring Designation CH-06-15SPK FORM 1836-A

S an d

G ra ve l

B lo w s/

0.

ft

S am p N o.

LE

G

E N

D

REMARKS

FIELD CLASSIFICATION OF MATERIALS

(Description)

A C

E

6-

A

D R

IL

LI

N G

L O

G

C

IN

Q U

E H

O M

M E

S .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

9_

_0 2.

G D

T

/5

333.1

330.6

329.1

328.1

326.2

325.8

323.6

22.5

25.0

26.5

27.5

29.4

29.8

32.0

CH

CL

CH

CH

SP-

SM

NP

Depth: 22.5"' to 25' Time: 18 sec Pressure: 200 psi

Advanced6 5/8" hsa to 25'bgs began mud rotary @25' with 6" roller bit and mud mix of 100 gal river water and 35lb baroid quik-gel Depth: 25"' to 27.5' Time: 14 sec Pressure: 400 psi

Depth: 27.5"' to 30' Time: 12 sec Pressure: 300 psi attempted shelby tube @30'.

pushed 36sec@ 700psi before refusal @32'. only 0.4' sample was retained( which was fat clay layer surrounded by fine to coarse sand) stopped drilling @30'(8/14/2015.) end of day resumed drilling @30'(8/15/15)

22': LEAN CLAY (CL), GRAY, MOIST,

SOFT TO MEDIUM STIFF, WITH

CLAYEY SILT SEAMS /LAYERS.

10' to 22.5': LEAN CLAY (CL).

(continued) 22.5' to 25': FAT CLAY (CH).

24.3': FAT CLAY (CH), GRAY, MOIST,

MEDIUM STIFF TO STIFF, TRACE

FINE TO MEDIUM SAND.

25' to 26.5': LEAN CLAY (CL).

25.6': LEAN CLAY (CL).

26.5' to 27.5': FAT CLAY (CH).

27.2': FAT CLAY (CH), GRAY, MOIST,

MEDIUM STIFF.

27.5' to 29.4': FINE TO COARSE

SAND (SW-SM), GRAY, SATURATED,

WITH FINE TO COARSE GRAVEL,

VISUAL CLASSIFICATION.

28.5': POORLY GRADED SAND

WITH SILT (SP-SM), GRAY,

SATURATED, WITH FINE TO COARSE

GRAVEL.

29.4' to 29.8': FAT CLAY (CH), GRAY, MOIST, MEDIUM STIFF, POSSIBLE

LAYER.

29.8' to 32': POORLY GRADED SAND

WITH SILT (SP-SM).

30': POORLY GRADED SAND (SP),

FINE; GRAY, SATURATED, LOOSE.

32' to 34.5': POORLY GRADED SAND

(SP).

32.5': POORLY GRADED SAND (SP),

FINE; GRAY, SATURATED, VERY

DENSE, VISUAL CLASSIFICATION.

SHEET

OF

3INSTALLATION

MVS

COORDINATE SYSTEM

BOIS BRULE

N 709,404.0 E 1,045,034.5

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

State Plane

355.6

NAVD88

SHEET 3 of 9

F in es

M

CELEV DEPTH

A S

T M

C la ssN60

RECNf

LL P

I

22.5

25.0

27.5

30.0

32.5

Laboratory

Boring Designation CH-06-15

SEP 05

Boring Designation CH-06-15SPK FORM 1836-A

S an d

G ra ve l

B lo w s/

0.

ft

S am p N o.

LE

G

E N

D

REMARKS

FIELD CLASSIFICATION OF MATERIALS

(Description)

A C

E

6-

A

D R

IL

LI

N G

L O

G

C

IN

Q U

E H

O M

M E

S .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

9_

_0 2.

G D

T

/5 /1

321.1

316.1

34.5

39.5

SM

SM

SP-

SM

SP-

SM

SP-

SM

NP

NP

NP

NP

NP

34.5' to 39.5': SILTY SAND (SM).

35': SILTY SAND (SM), FINE; GRAY,

SATURATED, MEDIUM DENSE, WITH

SILTY SANDS SEAMS /LAYERS.

37.5': SILTY SAND (SM), FINE;

GRAY, SATURATED, MEDIUM

DENSE.

39.5' to 65': POORLY GRADED SAND

WITH SILT (SP-SM).

40': POORLY GRADED SAND WITH

SILT (SP-SM), FINE; GRAY,

SATURATED, MEDIUM DENSE.

42.5': POORLY GRADED SAND

WITH SILT (SP-SM), FINE; GRAY,

SATURATED, MEDIUM DENSE.

45': POORLY GRADED SAND WITH

SILT (SP-SM), FINE TO MEDIUM,

SUBANGULAR TO SUBROUNDED;

GRAY, SATURATED, MEDIUM

DENSE.

SHEET

OF

4INSTALLATION

MVS

COORDINATE SYSTEM

BOIS BRULE

N 709,404.0 E 1,045,034.5

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

State Plane

355.6

NAVD88

SHEET 4 of 9

F in es

M

CELEV DEPTH

A S

T M

C la ssN60

RECNf

LL P

I

35.0

37.5

40.0

42.5

45.0

Laboratory

Boring Designation CH-06-15

SEP 05

Boring Designation CH-06-15SPK FORM 1836-A

S an d

G ra ve l

B lo w s/

0.

ft

S am p N o.

LE

G

E N

D

REMARKS

FIELD CLASSIFICATION OF MATERIALS

(Description)

A C

E

6-

A

D R

IL

LI

N G

L O

G

C

IN

Q U

E H

O M

M E

S .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

9_

_0 2.

G D

T

/5 /1

SP-

SM

SP-

SM

SP-

SM

NP

NP

NP

switched to 3"roller bit at 50'bgs

39.5' to 65': POORLY GRADED SAND WITH SILT (SP-SM). (continued)

47.5': POORLY GRADED SAND

WITH SILT (SP-SM), FINE TO

MEDIUM, SUBANGULAR TO

SUBROUNDED; GRAY, SATURATED,

MEDIUM DENSE.

52': POORLY GRADED SAND WITH

SILT (SP-SM), FINE TO MEDIUM,

SUBANGULAR TO SUBROUNDED;

GRAY, SATURATED, DENSE.

57': POORLY GRADED SAND WITH

SILT (SP-SM), FINE TO MEDIUM,

SUBANGULAR TO SUBROUNDED;

GRAY, SATURATED, MEDIUM

DENSE.

SHEET

OF

5INSTALLATION

MVS

COORDINATE SYSTEM

BOIS BRULE

N 709,404.0 E 1,045,034.5

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

State Plane

355.6

NAVD88

SHEET 5 of 9

F in es

M

CELEV DEPTH

A S

T M

C la ssN60

RECNf

LL P

I

47.5

50.0

52.5

55.0

57.5

Laboratory

Boring Designation CH-06-15

SEP 05

Boring Designation CH-06-15SPK FORM 1836-A

S an d

G ra ve l

B lo w s/

0.

ft

S am p N o.

LE

G

E N

D

REMARKS

FIELD CLASSIFICATION OF MATERIALS

(Description)

A C

E

6-

A

D R

IL

LI

N G

L O

G

C

IN

Q U

E H

O M

M E

S .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

9_

_0 2.

G D

T

/5 /1

290.6

285.1

65.0

70.5

SP-

SM

SM

NP

NP

39.5' to 65': POORLY GRADED SAND WITH SILT (SP-SM). (continued)

62': POORLY GRADED SAND WITH

SILT (SP-SM), FINE TO MEDIUM,

SUBANGULAR TO SUBROUNDED;

GRAY, SATURATED, DENSE.

65' to 70.5': SILTY SAND (SM).

67': SILTY SAND (SM), FINE TO

MEDIUM, SUBANGULAR TO

SUBROUNDED; GRAY, SATURATED,

MEDIUM DENSE.

SHEET

OF

6INSTALLATION

MVS

COORDINATE SYSTEM

BOIS BRULE

N 709,404.0 E 1,045,034.5

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

State Plane

355.6

NAVD88

SHEET 6 of 9

F in es

M

CELEV DEPTH

A S

T M

C la ssN60

RECNf

LL P

I

60.0

62.5

65.0

67.5

70.0

Laboratory

Boring Designation CH-06-15

SEP 05

Boring Designation CH-06-15SPK FORM 1836-A

S an d

G ra ve l

B lo w s/

0.

ft

S am p N o.

LE

G

E N

D

REMARKS

FIELD CLASSIFICATION OF MATERIALS

(Description)

A C

E

6-

A

D R

IL

LI

N G

L O

G

C

IN

Q U

E H

O M

M E

S .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

9_

_0 2.

G D

T

/5 /1

280.6

275.1

75.0

80.5

SP-

SM

SP

SP-

NP

NP

NP

70.5' to 75': POORLY GRADED SAND WITH SILT (SP-SM). (continued)

72': POORLY GRADED SAND WITH

SILT (SP-SM), FINE TO MEDIUM,

SUBANGULAR TO SUBROUNDED;

GRAY, SATURATED, DENSE.

75' to 80.5': POORLY GRADED SAND

(SP).

77': POORLY GRADED SAND (SP),

FINE TO MEDIUM, SUBANGULAR TO

SUBROUNDED; GRAY, SATURATED,

MEDIUM DENSE.

80.5' to 86.3': POORLY GRADED

SAND WITH SILT (SP-SM).

82': POORLY GRADED SAND WITH

SILT (SP-SM), FINE TO MEDIUM,

SUBANGULAR TO SUBROUNDED;

GRAY, SATURATED, DENSE.

SHEET

OF

7INSTALLATION

MVS

COORDINATE SYSTEM

BOIS BRULE

N 709,404.0 E 1,045,034.5

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

State Plane

355.6

NAVD88

SHEET 7 of 9

F in es

M

CELEV DEPTH

A S

T M

C la ssN60

RECNf

LL P

I

72.5

75.0

77.5

80.0

82.5

Laboratory

Boring Designation CH-06-15

SEP 05

Boring Designation CH-06-15SPK FORM 1836-A

S an d

G ra ve l

B lo w s/

0.

ft

S am p N o.

LE

G

E N

D

REMARKS

FIELD CLASSIFICATION OF MATERIALS

(Description)

A C

E

6-

A

D R

IL

LI

N G

L O

G

C

IN

Q U

E H

O M

M E

S .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

9_

_0 2.

G D

T

/5 /1

269.3

268.0

267.6

266.0

263.5

262.6

86.3

87.6

88.0

89.6

92.1

93.0

SM

installed pq casing to 86.3' stopped drilling @ 86.3' 8/15/2015 resumed drilling @86.3 8/16/2015 began nq2 core 86.3' using #8impregnated bit.

difficulties cutting rock @92' pulled nq steel and changed bit to a #2 previous bit was worn.

80.5' to 86.3': POORLY GRADED SAND WITH SILT (SP-SM). (continued)

86.3' to 87.6': SANDSTONE, slightly weathered, medium.

87.6' to 88': LIMESTONE, unweathered.

88' to 89.6': LIMESTONE, unweathered.

89.1': LIMESTONE, unweathered.

89.6' to 92.1': SANDSTONE, slightly weathered, medium.

92.1' to 93': LIMESTONE, unweathered.

92.4': SANDSTONE, slightly weathered, medium.

93' to 95.7': LIMESTONE, unweathered, with few sandstone layers 0.1' thick.

SHEET

OF

8INSTALLATION

MVS

COORDINATE SYSTEM

BOIS BRULE

N 709,404.0 E 1,045,034.5

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

State Plane

355.6

NAVD88

SHEET 8 of 9

F in es

M

CELEV DEPTH

A S

T M

C la ssN60

RECNf

LL P

I

85.0

87.5

90.0

92.5

95.0

Laboratory

Boring Designation CH-06-15

SEP 05

Boring Designation CH-06-15SPK FORM 1836-A

S an d

G ra ve l

B lo w s/

0.

ft

S am p N o.

LE

G

E N

D

REMARKS

FIELD CLASSIFICATION OF MATERIALS

(Description)

A C

E

6-

A

D R

IL

LI

N G

L O

G

C

IN

Q U

E H

O M

M E

S .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

9_

_0 2.

G D

T

/5 /1

259.9

258.8

95.7

96.8 measured depth 96.8' grouted from 80' to ground surface on 8/16/2015 using(9) 94lbs sacks portland cement, mixed 25lbs of quik-grout and 20gal river water per sack of portland.

93' to 95.7': LIMESTONE, unweathered, with few sandstone layers 0.1' thick. (continued)

95.7' to 96.8': SANDSTONE, slightly weathered, medium.

SHEET

OF

9INSTALLATION

MVS

COORDINATE SYSTEM

BOIS BRULE

N 709,404.0 E 1,045,034.5

ELEVATION TOP OF BORINGLOCATION COORDINATES

DRILLING LOG (Cont Sheet)

NAD83

SHEETS

HORIZONTAL VERTICALPROJECT

State Plane

355.6

NAVD88

SHEET 9 of 9

F in es

M

CELEV DEPTH

A S

T M

C la ssN60

RECNf

LL P

I

95.0

Laboratory

Boring Designation CH-06-15

SEP 05

Boring Designation CH-06-15SPK FORM 1836-A

S an d

G ra ve l

B lo w s/

0.

ft

S am p N o.

LE

G

E N

D

REMARKS

FIELD CLASSIFICATION OF MATERIALS

(Description)

A C

E

6-

A

D R

IL

LI

N G

L O

G

C

IN

Q U

E H

O M

M E

S .G

P J

A C

E M

V D

W

IT

H R

A P

ID

C

P T

9_

_0 2.

G D

T

/5

UU1A UU1B UU13

30.59% 29.8% 34.2%

92.8 92.3 88.6

121.2 119.8 118.9

100.0% 99.7% 100.0%

0.781 0.791 0.865

1.395 1.411 1.403

2.789 2.795 2.794 29.7% 29.2% 30.5%

93.3 92.3 90.2

121.0 119.3 117.7

100% 98% 100%

0.773 0.791 0.834

1.395 1.411 1.403

2.789 2.795 2.794 1.0% 1.0% 1.0%

0 0 0

2.706 3.152 3.335

8.8 9.4 8.2

14.8% 15.0% 14.8%

8.8 9.4 8.2

14.8% 15.0% 14.8%

8.8 9.4 8.2

37.6 43.8 46.3

Unconsolidated Undrained

Undisturbed

2.65

UU1A UU1B UU13

LL: 45 45 45

PL: 20 20 20 Figure:

PI: 25 25 25

USCS: CL CL CL Depth:

Sample No.

Water Content, % Dry Density, pcf

Void Ratio Diameter, in.

Saturation, %

Back Pressure, tsf Cell Pressure, tsf

Strain rate, %/min

Water Content, % Dry Density, pcf

Void Ratio Diameter, in.

Height, in.

Saturation, %

A t T es t Wet Density, pcf

Avg Wet Density

Strain, % σ1 Failure, psi σ3 Failure, psi

TRIAXIAL SHEAR TEST REPORT

Saint Louis District

UU1A, UU1B, UU13

Date Sample:

25.6, 25.6, 25.61

8/31/2015

Tube No:

Sample No:

Strain, % Ult. Stress, psi

Sample Type:

Assumed Specific Gravity:

Type of Test: District:

Project:

Location:

Boring:

Bois Brule: Jones Pump Station

Bois Brule Levee

CH06-15

ST11

Remarks: Project No:

US ARMY CORPS OF ENGINEERS

Tested By: ____________________ Checked By: __________________

Other tests were conducted in general accordance with ASTM's D422, D2216, D2487.

119.3 pcf

In iti al

Wet Density, pcf Avg Wet Density 120.0 pcf

Height, in.

Fail. Stress, psi

UU1A UU1B

UU13

10 15 20 25 30 35 40 45 50 55 60

Sh ea r S tr es s, p si

Normal Stress, psi

Results c = 8.5 psi c = 1224 psf ɸ = 0.0° Tan(ɸ) = 0.0

UU1A

UU1A

UU1B

UU13

0 5 10 15 20

De vi at or

S tr es s, p si

UU1A UU1B UU13

8/31/2015

Project No:

Checked By: ______________________Tested By: ______________________

US ARMY CORPS OF ENGINEERSDate Sample:

Depth: UU1A, UU1B, UU13

ST11

25.6, 25.6, 25.61

Saint Louis District

Bois Brule: Jones Pump Stati

Tube No:

District:

CH06-15Boring:

0 10 20

De vi at or

S tr es s, p si

Strain, %

UU1A

0 10 20

De vi at or

S tr es s, p si

Strain, %

UU13

0 10 20 30 40 50 60 q, p si p, psi

0 10 20

De vi at or

S tr es s, p si

Strain, %

UU1B

Peak Strenght Total a = 8.5 psi

5. CONCLUSIONS