TEST BORING LOG - partners.Skanska.com fileTEST BORING LOG DRILLING and SAMPLING INFORMATION - Hollow Stem Augers - Continuous Flight Augers - Casing Advancer - Mud Drilling - Hand

1-2-1

2-2-2

0-0-2

1-3-3

1-2-2

2-2-3

3-4-8

6-9-13

9-13-13

Ground surface elevationestimated from topographicinformation provided byPCI Skanska

Borehole backfilled withauger cuttings and cappedwith concrete

Auger refusal at 27.5 ftRock Core No. 1:27.5 ft to 32.5 ftRecovery = 50 %RQD = 0%

26.2

27.2

26.2

24.2

21.6

20.8

24.8

25.2

22.1

0.25

0.75

3.0

2.0

3.5

1.0

2.75

SS

SS

SS

SS

SS

SS

SS

SS

SS

RC

0.3

5.0

10.5

23.0

32.5

4 in. Topsoil

Brown and gray, moist, very soft to soft,SILTY CLAY (CL-ML)

Brown, moist, very soft to medium stiff,CLAYEY SILT (ML)

Brown, moist, soft to very stiff, SILTY CLAY(CL-ML)

Gray, severely weathered SHALE

Bottom of Test Boring at 32.5 ft

1

2

3

4

5

6

7

8

9

1

393.7

389.0

383.5

371.0

361.5

Gro

und

wat

er

Rem

arks

Sta

ndar

d P

enet

ratio

n T

est,

Blo

ws

per

6 in

. Inc

rem

ents

Moi

stur

e C

onte

nt, %

Poc

ket P

enet

rom

eter

PP

-tsf

Noted on Drilling ToolsAt CompletionAfter 24+ hoursCave Depth

Evansville Christian School


Northwest of Lincoln Avenue and Epworth Road

Newburgh, Indiana

SOIL CLASSIFICATION

BORING #

JOB #

Sam

ple

No.

3/22/16

3/22/16

Z. Vaughan

D. Homm

HSA

of

Depth to Groundwater Boring MethodNone

8.04.5

10.5

ft.ft.ft.ft.

Sam

pler

Gra

phic

sR

ecov

ery

Gra

phic

s

Sam

ple

Typ

e

1 1Page

Str

atum

Ele

vatio

n

Dep

thS

cale

, ft

TEST BORING LOG

DRILLING and SAMPLING INFORMATION

- Hollow Stem Augers- Continuous Flight Augers- Casing Advancer- Mud Drilling- Hand Auger

SURFACE ELEVATION 394S

trat

umD

epth

, ft

TEST DATA

Sample TypeSSSTCARCCUCT

- Driven Split Spoon- Pressed Shelby Tube- Continuous Flight Auger- Rock Core- Cuttings- Continuous Tube

CLIENT

PROJECT NAME

PROJECT LOCATION

Date Started

Date Completed

Drill Foreman

Inspector

Boring Method

Hammer Wt.

Hammer Drop

Spoon Sampler OD

Rock Core Dia.

Shelby Tube OD

140

30

2.0

--

--

lbs.

in.

in.

in.

in.

B-101170GC00282

5

10

15

20

25

30

HSACFACAMDHA

7988 Centerpoint Drive, Suite 100Indianapolis, IN 46256

(317) 849-4990Fax (317) 849-4278

Draft


Sample No. 2:Dry Density = 93.8 pcf


27.5

ST

ST9.0

Blank drilled to obtain Shelby Tube samples


1

2385.0

Gro

und

wat

er

Rem

arks

Sta

ndar

d P

enet

ratio

n T

est,

Blo

ws

per

6 in

. Inc

rem

ents

Moi

stur

e C

onte

nt, %

Poc

ket P

enet

rom

eter

PP

-tsf

Noted on Drilling ToolsAt CompletionAfter -- hoursCave Depth




Newburgh, Indiana

SOIL CLASSIFICATION

BORING #

JOB #

Sam

ple

No.

3/23/16

3/23/16

Z. Vaughan

D. Homm

HSA

of

Depth to Groundwater Boring Method--------

ft.ft.ft.ft.

Sam

pler

Gra

phic

sR

ecov

ery

Gra

phic

s

Sam

ple

Typ

e

1 1Page

Str

atum

Ele

vatio

n

Dep

thS

cale

, ft

TEST BORING LOG




trat

umD

epth

, ft

TEST DATA



CLIENT

PROJECT NAME

PROJECT LOCATION

Date Started

Date Completed

Drill Foreman

Inspector

Boring Method

Hammer Wt.

Hammer Drop

Spoon Sampler OD

Rock Core Dia.

Shelby Tube OD

140

30

--

--

3.0

lbs.

in.

in.

in.

in.

B-101 ST170GC00282

5

HSACFACAMDHA


(317) 849-4990Fax (317) 849-4278

Draft

2-1-2

1-1-2

2-2-2

2-2-3

2-3-3

5-7-10

8-13-13

7-14-13

13-17-21



27.2

28.9

25.9

21.4

28.6

24.2

18.2

22.0

15.8

0.25

0.5

2.5

2.5

2.0

1.5

4.5+

SS

SS

SS

SS

SS

SS

SS

SS

SS

0.3

5.0

8.5

10.5

13.0

15.5

21.0

25.0

4 in. topsoil

Brown, moist, very soft, SILTY CLAY (CL-ML)

Brown, moist, soft, CLAYEY SILT (ML)

Brown, moist, soft, SILTY CLAY (CL-ML)

Brown and gray, moist, medium stiff, SILTYCLAY (CL)

Brown, very moist, very stiff, SILTY CLAY(CL-ML)

Brown, moist, very stiff, SILTY CLAY (CL)



1

2

3

4

5

6

7

8

9

396.7

392.0

388.5

386.5

384.0

381.5

376.0

372.0

Gro

und

wat

er

Rem

arks

Sta

ndar

d P

enet

ratio

n T

est,

Blo

ws

per

6 in

. Inc

rem

ents

Moi

stur

e C

onte

nt, %

Poc

ket P

enet

rom

eter

PP

-tsf





Newburgh, Indiana

SOIL CLASSIFICATION

BORING #

JOB #

Sam

ple

No.

3/22/16

3/22/16

Z. Vaughan

D. Homm

HSA

of

Depth to Groundwater Boring MethodNoneNone

3.84.0

ft.ft.ft.ft.

Sam

pler

Gra

phic

sR

ecov

ery

Gra

phic

s

Sam

ple

Typ

e

1 1Page

Str

atum

Ele

vatio

n

Dep

thS

cale

, ft

TEST BORING LOG




trat

umD

epth

, ft

TEST DATA



CLIENT

PROJECT NAME

PROJECT LOCATION

Date Started

Date Completed

Drill Foreman

Inspector

Boring Method

Hammer Wt.

Hammer Drop

Spoon Sampler OD

Rock Core Dia.

Shelby Tube OD

140

30

2.0

--

--

lbs.

in.

in.

in.

in.

B-102170GC00282

5

10

15

20

25

HSACFACAMDHA


(317) 849-4990Fax (317) 849-4278

Draft

1-2-3

2-2-2

2-3-3

2-2-3

2-2-2

2-3-4

4-5-16

5-9-11

11-15-15

50/0.1



Auger refusal at 27.6 ft

26.3

25.1

25.3

27.3

22.5

26.2

23.3

20.6

1.25

1.25

1.5

1.25

1.25

2.0

2.5

4.0

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

0.3

3.0

11.0

13.0

18.0

22.0

27.6

4 in topsoil

Brown, moist, soft to medium stiff, SILTYCLAY (CL)

Brown, very moist, soft, CLAYEY SILT (ML)

Brown, very moist to moist, soft, SILTY CLAY(CL-ML)

Brown, moist, medium stiff to very stiff, SILTYCLAY (CL)

Brown, moist, very stiff, CLAY (CH)

Brown and Gray, severely weathered SHALE


1

2

3

4

5

6

7

8

9

10

394.7

392.0

384.0

382.0

377.0

373.0

367.4

Gro

und

wat

er

Rem

arks

Sta

ndar

d P

enet

ratio

n T

est,

Blo

ws

per

6 in

. Inc

rem

ents

Moi

stur

e C

onte

nt, %

Poc

ket P

enet

rom

eter

PP

-tsf





Newburgh, Indiana

SOIL CLASSIFICATION

BORING #

JOB #

Sam

ple

No.

3/22/16

3/22/16

Z. Vaughan

D. Homm

HSA

of


5.04.8

ft.ft.ft.ft.

Sam

pler

Gra

phic

sR

ecov

ery

Gra

phic

s

Sam

ple

Typ

e

1 1Page

Str

atum

Ele

vatio

n

Dep

thS

cale

, ft

TEST BORING LOG




trat

umD

epth

, ft

TEST DATA



CLIENT

PROJECT NAME

PROJECT LOCATION

Date Started

Date Completed

Drill Foreman

Inspector

Boring Method

Hammer Wt.

Hammer Drop

Spoon Sampler OD

Rock Core Dia.

Shelby Tube OD

140

30

2.0

--

--

lbs.

in.

in.

in.

in.

B-103170GC00282

5

10

15

20

25

HSACFACAMDHA


(317) 849-4990Fax (317) 849-4278

Draft

0-0-1

0-1-2

1-1-1

1-1-2

1-1-1

1-2-2

2-3-4

3-7-11

4-4-6



28.8

25.9

32.0

28.7

30.2

22.5

24.7

19.2

0.25

0.25

0.5

1.0

<0.25

0.5

1.75

4.0

1.25

SS

SS

SS

SS

SS

SS

SS

SS

SS

0.3

4.0

5.5

8.0

13.0

16.0

23.0

25.0

4 in. topsoil

Dark brown, very moist, very soft, SILTYCLAY (CL-ML) with trace roots

Brown, moist, very soft, SILTY CLAY (CL-ML)

Brown and gray, moist, very soft, SILTY CLAY(CL-ML)

Brown and gray, very moist, very soft,CLAYEY SILT (ML)


Brown, moist, medium stiff to very stiff, SILTYCLAY (CL)

Brown and dark brown, moist, medium stiff,CLAY (CL)


1

2

3

4

5

6

7

8

9

392.7

389.0

387.5

385.0

380.0

377.0

370.0

368.0

Gro

und

wat

er

Rem

arks

Sta

ndar

d P

enet

ratio

n T

est,

Blo

ws

per

6 in

. Inc

rem

ents

Moi

stur

e C

onte

nt, %

Poc

ket P

enet

rom

eter

PP

-tsf

Noted on Drilling ToolsAt CompletionAfter 48 hoursCave Depth




Newburgh, Indiana

SOIL CLASSIFICATION

BORING #

JOB #

Sam

ple

No.

3/21/16

3/21/16

Z. Vaughan

D. Homm

HSA

of

Depth to Groundwater Boring Method15.04.03.3

10.3

ft.ft.ft.ft.

Sam

pler

Gra

phic

sR

ecov

ery

Gra

phic

s

Sam

ple

Typ

e

1 1Page

Str

atum

Ele

vatio

n

Dep

thS

cale

, ft

TEST BORING LOG




trat

umD

epth

, ft

TEST DATA



CLIENT

PROJECT NAME

PROJECT LOCATION

Date Started

Date Completed

Drill Foreman

Inspector

Boring Method

Hammer Wt.

Hammer Drop

Spoon Sampler OD

Rock Core Dia.

Shelby Tube OD

140

30

2.0

--

--

lbs.

in.

in.

in.

in.

B-104170GC00282

5

10

15

20

25

HSACFACAMDHA


(317) 849-4990Fax (317) 849-4278

Draft



ST

ST10.0



1

1383.0

Gro

und

wat

er

Rem

arks

Sta

ndar

d P

enet

ratio

n T

est,

Blo

ws

per

6 in

. Inc

rem

ents

Moi

stur

e C

onte

nt, %

Poc

ket P

enet

rom

eter

PP

-tsf





Newburgh, Indiana

SOIL CLASSIFICATION

BORING #

JOB #

Sam

ple

No.

3/23/16

3/23/16

Z. Vaughan

D. Homm

HSA

of


ft.ft.ft.ft.

Sam

pler

Gra

phic

sR

ecov

ery

Gra

phic

s

Sam

ple

Typ

e

1 1Page

Str

atum

Ele

vatio

n

Dep

thS

cale

, ft

TEST BORING LOG




trat

umD

epth

, ft

TEST DATA



CLIENT

PROJECT NAME

PROJECT LOCATION

Date Started

Date Completed

Drill Foreman

Inspector

Boring Method

Hammer Wt.

Hammer Drop

Spoon Sampler OD

Rock Core Dia.

Shelby Tube OD

140

30

--

--

3.0

lbs.

in.

in.

in.

in.

B-104 ST170GC00282

5

10

HSACFACAMDHA


(317) 849-4990Fax (317) 849-4278

Draft

3-2-2

2-2-3

3-2-3

2-2-3

1-2-2

3-4-5

4-6-8

6-10-12

9-14-11



25.1

28.0

28.6

23.1

29.3

22.7

16.7

0.5

0.25

0.5

0.75

3.0

3.5

SS

SS

SS

SS

SS

SS

SS

SS

SS

0.3

6.0

8.0

13.0

23.0

25.0

4 in. topsoil

Brown, very moist, soft, CLAYEY SILT (ML)with silty clay layers

Brown and gray, very moist, soft, CLAYEYSILT (ML)


Brown, moist, medium stiff to very stiff, CLAY(CH)



1

2

3

4

5

6

7

8

9

395.7

390.0

388.0

383.0

373.0

371.0

Gro

und

wat

er

Rem

arks

Sta

ndar

d P

enet

ratio

n T

est,

Blo

ws

per

6 in

. Inc

rem

ents

Moi

stur

e C

onte

nt, %

Poc

ket P

enet

rom

eter

PP

-tsf





Newburgh, Indiana

SOIL CLASSIFICATION

BORING #

JOB #

Sam

ple

No.

3/21/16

3/21/16

Z. Vaughan

D. Homm

HSA

of


6.73.0

ft.ft.ft.ft.

Sam

pler

Gra

phic

sR

ecov

ery

Gra

phic

s

Sam

ple

Typ

e

1 1Page

Str

atum

Ele

vatio

n

Dep

thS

cale

, ft

TEST BORING LOG




trat

umD

epth

, ft

TEST DATA



CLIENT

PROJECT NAME

PROJECT LOCATION

Date Started

Date Completed

Drill Foreman

Inspector

Boring Method

Hammer Wt.

Hammer Drop

Spoon Sampler OD

Rock Core Dia.

Shelby Tube OD

140

30

2.0

--

--

lbs.

in.

in.

in.

in.

B-105170GC00282

5

10

15

20

25

HSACFACAMDHA


(317) 849-4990Fax (317) 849-4278

Draft

0-0-1

0-1-2

0-0-2

0-0-0

0-2-2

0-1-2

0-1-1

7-10-12

5-6-7

9-18-31

50/0.5




26.0

27.8

29.7

28.7

22.2

26.1

25.3

23.8

27.7

0.5

0.5

0.5

1.0

<0.25

<0.25

2.0

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

0.3

7.0

11.0

13.0

18.0

22.0

27.0

34.0

4 in. topsoil


Brown, very moist, very soft, CLAYEY SILT(ML)

Brown, moist, soft, SILTY CLAY (CL)

Brown, very moist, very soft, SILTY CLAY(CL-ML)

Brown, moist, very stiff, SILTY CLAY (CL)

Gray, moist, stiff, CLAY (CH)

Gray and black, severely weathered SHALE


1

2

3

4

5

6

7

8

9

10

11

392.7

386.0

382.0

380.0

375.0

371.0

366.0

359.0

Gro

und

wat

er

Rem

arks

Sta

ndar

d P

enet

ratio

n T

est,

Blo

ws

per

6 in

. Inc

rem

ents

Moi

stur

e C

onte

nt, %

Poc

ket P

enet

rom

eter

PP

-tsf

Noted on Drilling ToolsAt CompletionAfter 48 hoursCave Depth




Newburgh, Indiana

SOIL CLASSIFICATION

BORING #

JOB #

Sam

ple

No.

3/21/16

3/21/16

Z. Vaughan

D. Homm

HSA

of

Depth to Groundwater Boring Method10.53.23.68.4

ft.ft.ft.ft.

Sam

pler

Gra

phic

sR

ecov

ery

Gra

phic

s

Sam

ple

Typ

e

1 1Page

Str

atum

Ele

vatio

n

Dep

thS

cale

, ft

TEST BORING LOG




trat

umD

epth

, ft

TEST DATA



CLIENT

PROJECT NAME

PROJECT LOCATION

Date Started

Date Completed

Drill Foreman

Inspector

Boring Method

Hammer Wt.

Hammer Drop

Spoon Sampler OD

Rock Core Dia.

Shelby Tube OD

140

30

2.0

--

--

lbs.

in.

in.

in.

in.

B-106170GC00282

5

10

15

20

25

30

HSACFACAMDHA


(317) 849-4990Fax (317) 849-4278

Draft

0-0-0

0-1-2

0-0-0

0-0-2

1-2-1

2-2-3

2-2-3

7-11-12

3-9-42



26.1

31.0

25.7

26.3

23.3

29.4

22.6

1.25

<0.25

0.5

1.0

0.5

1.5

2.5

SS

SS

SS

SS

SS

SS

SS

SS

SS

0.3

5.0

8.5

11.0

15.5

24.025.0

Topsoil


Dark gray, very moist, very soft, SILTY CLAY(CL-ML)

Brown, very moist, very soft, CLAYEY SILT(ML)

Brown, very moist, very soft to soft, SILTYCLAY (CL-ML)

Brown, moist, soft to very stiff, SILTY CLAY(CL)

Black, severely weathered COAL


1

2

3

4

5

6

7

8

9

392.2

387.5

384.0

381.5

377.0

368.5367.5

Gro

und

wat

er

Rem

arks

Sta

ndar

d P

enet

ratio

n T

est,

Blo

ws

per

6 in

. Inc

rem

ents

Moi

stur

e C

onte

nt, %

Poc

ket P

enet

rom

eter

PP

-tsf





Newburgh, Indiana

SOIL CLASSIFICATION

BORING #

JOB #

Sam

ple

No.

3/21/16

3/21/16

Z. Vaughan

D. Homm

HSA

of

Depth to Groundwater Boring Method8.04.53.7

12.4

ft.ft.ft.ft.

Sam

pler

Gra

phic

sR

ecov

ery

Gra

phic

s

Sam

ple

Typ

e

1 1Page

Str

atum

Ele

vatio

n

Dep

thS

cale

, ft

TEST BORING LOG



SURFACE ELEVATION 392.5S

trat

umD

epth

, ft

TEST DATA



CLIENT

PROJECT NAME

PROJECT LOCATION

Date Started

Date Completed

Drill Foreman

Inspector

Boring Method

Hammer Wt.

Hammer Drop

Spoon Sampler OD

Rock Core Dia.

Shelby Tube OD

140

30

2.0

--

--

lbs.

in.

in.

in.

in.

B-107170GC00282

5

10

15

20

25

HSACFACAMDHA


(317) 849-4990Fax (317) 849-4278

Draft

0-0-1

0-0-2

0-1-1

0-0-2

1-2-2

2-3-3

2-2-2

6-9-13

3-6-5

13-20-32




Rock Core No. 1:33.2 to 38.2 ftRecovery = 100%RQD = 70%

31.0

28.6

28.1

26.2

22.7

28.6

20.3

34.8

0.25

0.5

0.5

0.75

1.0

1.0

4.5

1.25

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

RC

0.3

5.5

10.5

13.0

18.0

22.0

27.0

38.2

3 in. topsoil

Gray, very moist, very soft, SILTY CLAY(CL-ML)


Brow, moist, soft, SILTY CLAY (CL-ML)

Brown, moist, medium stiff to soft, SILTYCLAY (CL)

Brown, moist, very stiff, CLAY (CH)

Brown, moist, stiff, CLAY (CH) (completelyweathered shale)

Gray, severely weathered SHALE with coal


1

2

3

4

5

6

7

8

9

10

1

394.2

389.0

384.0

381.5

376.5

372.5

367.5

356.3

Gro

und

wat

er

Rem

arks

Sta

ndar

d P

enet

ratio

n T

est,

Blo

ws

per

6 in

. Inc

rem

ents

Moi

stur

e C

onte

nt, %

Poc

ket P

enet

rom

eter

PP

-tsf





Newburgh, Indiana

SOIL CLASSIFICATION

BORING #

JOB #

Sam

ple

No.

3/22/16

3/22/16

Z. Vaughan

D. Homm

HSA

of

Depth to Groundwater Boring MethodNone14.03.5

15.7

ft.ft.ft.ft.

Sam

pler

Gra

phic

sR

ecov

ery

Gra

phic

s

Sam

ple

Typ

e

1 1Page

Str

atum

Ele

vatio

n

Dep

thS

cale

, ft

TEST BORING LOG




trat

umD

epth

, ft

TEST DATA



CLIENT

PROJECT NAME

PROJECT LOCATION

Date Started

Date Completed

Drill Foreman

Inspector

Boring Method

Hammer Wt.

Hammer Drop

Spoon Sampler OD

Rock Core Dia.

Shelby Tube OD

140

30

2.0

--

--

lbs.

in.

in.

in.

in.

B-108170GC00282

5

10

15

20

25

30

35

HSACFACAMDHA


(317) 849-4990Fax (317) 849-4278

Draft



ST

ST9.0



1

2385.5

Gro

und

wat

er

Rem

arks

Sta

ndar

d P

enet

ratio

n T

est,

Blo

ws

per

6 in

. Inc

rem

ents

Moi

stur

e C

onte

nt, %

Poc

ket P

enet

rom

eter

PP

-tsf





Newburgh, Indiana

SOIL CLASSIFICATION

BORING #

JOB #

Sam

ple

No.

3/23/16

3/23/16

Z. Vaughan

D. Homm

HSA

of


ft.ft.ft.ft.

Sam

pler

Gra

phic

sR

ecov

ery

Gra

phic

s

Sam

ple

Typ

e

1 1Page

Str

atum

Ele

vatio

n

Dep

thS

cale

, ft

TEST BORING LOG




trat

umD

epth

, ft

TEST DATA



CLIENT

PROJECT NAME

PROJECT LOCATION

Date Started

Date Completed

Drill Foreman

Inspector

Boring Method

Hammer Wt.

Hammer Drop

Spoon Sampler OD

Rock Core Dia.

Shelby Tube OD

140

30

-

--

3.0

lbs.

in.

in.

in.

in.

B-108 ST170GC00282

5

HSACFACAMDHA


(317) 849-4990Fax (317) 849-4278

Draft

0-0-2

0-1-2

1-2-2

1-2-2

1-2-3

1-2-3



26.3

28.7

25.0

25.9

24.8

22.5

0.5

<0.25

0.5

1.0

1.5

1.5

SS

SS

SS

SS

SS

SS

0.3

3.0

13.0

15.0

4 in. topsoil

Brown, very moist, very soft SILTY CLAY(CL-ML)

Brown and gray, moist to very moist, very softto soft CLAYEY SILT (ML)



1

2

3

4

5

6

392.7

390.0

380.0

378.0

Gro

und

wat

er

Rem

arks

Sta

ndar

d P

enet

ratio

n T

est,

Blo

ws

per

6 in

. Inc

rem

ents

Moi

stur

e C

onte

nt, %

Poc

ket P

enet

rom

eter

PP

-tsf





Newburgh, Indiana

SOIL CLASSIFICATION

BORING #

JOB #

Sam

ple

No.

3/23/16

3/23/16

Z. Vaughan

D. Homm

HSA

of

Depth to Groundwater Boring MethodNone

6.0--

10.5

ft.ft.ft.ft.

Sam

pler

Gra

phic

sR

ecov

ery

Gra

phic

s

Sam

ple

Typ

e

1 1Page

Str

atum

Ele

vatio

n

Dep

thS

cale

, ft

TEST BORING LOG




trat

umD

epth

, ft

TEST DATA



CLIENT

PROJECT NAME

PROJECT LOCATION

Date Started

Date Completed

Drill Foreman

Inspector

Boring Method

Hammer Wt.

Hammer Drop

Spoon Sampler OD

Rock Core Dia.

Shelby Tube OD

140

30

2.0

--

--

lbs.

in.

in.

in.

in.

B-109170GC00282

5

10

15

HSACFACAMDHA


(317) 849-4990Fax (317) 849-4278

Draft

Evansville Christian SchoolOperator: Z.V.

Sounding: CPT101

Cone Used: DDG1181

CPT Date/Time: 3/23/2016 12:51:01 PM

Location: Newburgh, IN

Job Number: 170GC00282

Maximum Depth = 20.51 feet Depth Increment = 0.164 feet

*Soil behavior type and SPT based on data from UBC-1983

Tip Resistance

Qt TSF300

0

2

4

6

8

10

12

14

16

Depth(ft)

Local Friction

Fs TSF40

Pore Pressure

Pw PSI50-50

Soil Behavior Type*

Zone: UBC-1983

1 sensitive fine grained 2 organic material 3 clay

4 silty clay to clay 5 clayey silt to silty clay 6 sandy silt to clayey silt

7 silty sand to sandy silt 8 sand to silty sand 9 sand

10 gravelly sand to sand 11 very stiff fine grained (*) 12 sand to clayey sand (*)

120

SPT N*

60% Hammer250


Sounding: CPT102

Cone Used: DDG1181

CPT Date/Time: 3/23/2016 12:51:01 PM





Tip Resistance

Qt TSF600

0

2

4

6

8

10

12

14

16

Depth(ft)

Local Friction

Fs TSF30

Pore Pressure

Pw PSI50-20

Soil Behavior Type*

Zone: UBC-1983





120

SPT N*

60% Hammer300


Sounding: CPT103

Cone Used: DDG1181

CPT Date/Time: 3/23/2016 12:51:01 PM





Tip Resistance

Qt TSF400

0

2

4

6

8

10

12

14

16

Depth(ft)

Local Friction

Fs TSF40

Pore Pressure

Pw PSI80-20

Soil Behavior Type*

Zone: UBC-1983





120

SPT N*

60% Hammer300


Sounding: CPT104

Cone Used: DDG1181

CPT Date/Time: 3/23/2016 12:51:01 PM





Tip Resistance

Qt TSF400

0

2

4

6

8

10

12

14

16

Depth(ft)

Local Friction

Fs TSF20

Pore Pressure

Pw PSI100-60

Soil Behavior Type*

Zone: UBC-1983





120

SPT N*

60% Hammer250


Sounding: CPT105

Cone Used: DDG1181

CPT Date/Time: 3/23/2016 12:51:01 PM





Tip Resistance

Qt TSF300

0

2

4

6

8

10

12

14

16

Depth(ft)

Local Friction

Fs TSF20

Pore Pressure

Pw PSI50-20

Soil Behavior Type*

Zone: UBC-1983





120

SPT N*

60% Hammer250


Sounding: CPT106

Cone Used: DDG1181

CPT Date/Time: 3/23/2016 12:51:01 PM





Tip Resistance

Qt TSF300

0

2

4

6

8

10

12

14

16

Depth(ft)

Local Friction

Fs TSF20

Pore Pressure

Pw PSI100-60

Soil Behavior Type*

Zone: UBC-1983





120

SPT N*

60% Hammer250

Documents

TEST BORING LOG - partners.Skanska.com fileTEST BORING LOG DRILLING and SAMPLING INFORMATION - Hollow Stem Augers - Continuous Flight Augers - Casing Advancer - Mud Drilling - Hand