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S. AR.."fY CORPS OF ENGINEERS

BORING NO.

JOB NO.

DATE:

BEGIN

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PROJECT

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LOCATION ____________

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ELEVATION OF HOLE -------------,------0-------

MANUFACTURER'S DESIGNATION OF DRILL RIG

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SUMMARY OF LABORATORY TEST RESULTS

Contract No. DACWS4-92-D-000l

Deliverl order No, OOOS

Boring No.

SPT

Dry

Wet

Depth

PP

Blows

Visual

USC Mc

Unit

Unit

LL

S#

( It)

(tsf)

per

Classification

('!o)

WI

WI

(%)

Foot

(pc!)

(pcl)

1

0-2

1.00

Gray,Clay,Stiff,w/sand

pockets & sheil fragments CH

37.8

2

2-4

1.00

Gray,Clay,Stiff

CH 33.6

87.8 117.3

82

3

4-6

0.75

Gray,Clay,Medium

stiff

CH

35.S

4

6.5-8

9

Gray,Sand,Loose,Silty

SM

5

11.5-13

W.O.H+

Gray,Sand,Very loose,Silty,w/sheil fragments

SM

2

6

15-17

2.75

Gray,Clay,Very stiff,Sandy,w/calcareous nodules

CL

21.3

7

17-19

2.75

Gray,Clay,Very stiff,Sandy,w/calcareous nodules

CL

21.4

8

19-21

3.00

Gray & yellowish gray,Clay,Very stiff,Sandy,wl

CL

19.3

109.5 130.6 42

calcareous nodules

9

21-23

4.5+

'Gray & yellowish gray,Clay,Hard,Sandy,wl

CL

21.9

calcareous nodules

10