ELEVATION OF HOLE __________,-______

MANUFACTURER'S DESIGNATION OF DRILL lUG

ttl

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ty

1C10

GROUNDWATER:

DEPTH~w~'A,at

•• ELEV.

ft., at end of Drilling

WEATHER

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DRILLER

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LOGGER

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COLOR

IMATERIA

CONSIS-

SECJNDARY

STRUCTURAL FEATURES

TYPE

TENey

I

cUl'I:srITUENTS

AND COMl1EN!S

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Project

Channel to Victoria. Victoria, Texas

SUMMARY OF LABORATORY TEST RESULTS

Contract No. DACW64-92-D-000I

Delive!! order No. 0006

Boring No.

SPT

Dry

Wet

Depth

PP

Blows

Visual

USC Mc

Unit

Unit

LL

S#

(It)

(tsf)

per

Classification

("!o)

WI

WI

("!o)

Foot

(pcf)

(pcl)

1

0.5-2

W.OH

Gray,Sand,Very loose,Silty,wlroots & shell frag- SM

ments

2

3.5-5

W.OH

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

SM

3

8.5-10

W.OH

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

SM

4

13.5-15

W.O.HI

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

SM

12"/1

5

18-20

2.75

Y~l'f~iSh

gray,Clay, Very stiff,w/shell fragments

CH

37.4

an

ferrous stains

6

20-22

2.50

Yellowish gray,Clay,Very stiff,wlshell fragments CH

33:8

ferrous stains & calcareous nodules

7

22-24

3.00

Y,ellowish brown,Clay,Very stiff,w/calcareous

CH

.26.3

nodules & ferrous stains

8

24-26

3.00

Olive gray,Clay,Very stiff,w/calcareous nodules

CH

35.6