2-3-5

LOG OF SOIL BORING HG-10-19742.GPJ HVJ.GDT 3/5/13

6-7-7

Stiff to very stiff reddish brown FAT CLAY (CH)

4-4-2

2-4-7

-w/ shells 2'-4'

103

85

92

1-2-4

4-7-10

5-7-8

7-7-7

6-6-9

3-5-8

2-3-5

86

-w/ shells 6'-8'

10

20

30

40

50

60

70

80

90

LOG OF BORING

MOISTURE

CONTENT, %

SOIL/ROCK CLASSIFICATION

= UU Triaxial

See Plate 2 for boring location.

Loose to medium dense dark brown CLAYEY SAND

(SC)

-w/ shells 10'-14'

PLATE A-9a

LIQUID LIMIT

= Hand Penet.

ELEV.

DEPTH,

FEET

0

5

10

15

20

25

30

35

40

-10

-15

-20

-25

-30

-35

-40

-45

PLASTIC LIMIT

Shear Types:

0.5

1.0

1.5

2.0

SOIL SYMBOLS

SAMPLER SYMBOLS

AND FIELD TEST DATA

% PASSING

NO. 200 SIEVE

DRY DENSITY

PCF

= Unconf. Comp.

Project No.: HG1019742

Elevation (MLT): -7.9 feet

Station: 147+64.64

Range: -303.44

Date: 12/14/2012

Northing: 13,792,911.1

Easting: 3,243,700.5

SHEAR STRENGTH, TSF

= Torvane

26

Project: Bayport Ship Channel Phase 2

Boring No.: 12-67 (Depth of Water = 9.6 feet)

Groundwater during drilling: 0 feet

Groundwater after drilling: ---

73

99

96

37

Stiff to very stiff brown and gray LEAN CLAY (CL)

Loose reddish brown SANDY SILT (ML)

-w/ shells

Stiff brown and gray SANDY LEAN CLAY (CL)

-w/ shells 18'-32'

27

---

0.5

1.0

1.5

2.0

78

57

11-12-15

Medium dense brown CLAYEY SAND (SC)

LOG OF SOIL BORING HG-10-19742.GPJ HVJ.GDT 3/5/13

Stiff gray SANDY LEAN CLAY (CL)

10

20

30

40

50

60

70

80

90

3-5-5

3-6-10

Stiff to very stiff brown and gray LEAN CLAY (CL)

-w/ sand 40'-42'

= Unconf. Comp.

Project No.: HG1019742

Elevation (MLT): -7.9 feet

Station: 147+64.64

Range: -303.44

= Hand Penet.

ELEV.

DEPTH,

FEET

40

45

50

55