2-3-7

3-2-3

3-4-4

1-1-3

2-3-4

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

3-5-8

2-3-5

47

3-3-4

3-5-7

5-11-15

Firm to stiff brown SILTY CLAY (CL-ML)

-w/ sand 2'-4'

Firm to very stiff reddish brown FAT CLAY (CH)

-w/ shells 6'-8'

No recovery 34'-36'

Stiff to very stiff brown and gray SANDY LEAN CLAY

(CL)

Medium dense brown and gray CLAYEY SAND (SC)

81

96

PLASTIC LIMIT

LOG OF BORING

0.5

1.0

1.5

2.0

SHEAR STRENGTH, TSF

SOIL/ROCK CLASSIFICATION

= UU Triaxial

See Plate 2 for boring location.

Project: Bayport Ship Channel Phase 2

Boring No.: 12-68 (Depth of Water = 13 feet)

Groundwater during drilling: 0 feet

Groundwater after drilling: ---

PLATE A-10a

LIQUID LIMIT

= Hand Penet.

ELEV.

DEPTH,

FEET

0

5

10

15

20

25

30

35

40

-10

-15

-20

-25

-30

-35

-40

-45

CONTENT, %

Shear Types:

MOISTURE

SOIL SYMBOLS

SAMPLER SYMBOLS

AND FIELD TEST DATA

% PASSING

NO. 200 SIEVE

DRY DENSITY

PCF

= Unconf. Comp.

Project No.: HG1019742

Elevation (MLT): -9.0 feet

Station: 166+77.87

Range: -309.69

Date: 12/17/2012

Northing: 13,793,020.4

Easting: 3,245,610.6

10

20

30

40

50

60

70

80

90

= Torvane

82

84

87

112

83

---

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

Project: Bayport Ship Channel Phase 2

Boring No.: 12-68 (Depth of Water = 13 feet)

Groundwater during drilling: 0 feet

Groundwater after drilling: ---

10

20

30

40

50

60

70

80

90

0.5

1.0

1.5

2.0

15-11-14

Medium dense brown SAND WITH SILT (SP-SM)

Medium dense to dense brown SILTY SAND (SM)

-w/ shells 44'-50'

9

23

5-7-9

7-15-17

4-10-15

= Torvane

PLATE A-10b

MOISTURE

ELEV.

DEPTH,

FEET

40

45

50

55