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SUMMARY OF LABORATORY TEST DATA

Test

Depth

Hole

(feet)

Unified Classificll­ tien

Natural Dry Density (pef)

Natural Moisture Content (%)

Alterberg Limits

SIEVE ANALYSIS-% PASSING BY WEIGHT

Description

LL

PI

1112"

3/4"

3/8"

No.4

No.8

No. 16

No. 30

No. SO

No.IOO No. 200

1

2

SC

I

5

SM

1

10

2

2

SM

2

5

SM

2

10

2

15

2

20

3

2

GP-GM

3

5

GP

3

10

SC

3

15

3

18

4

2

OP-GM

4

S

SM

4

10

4

15

CL

4

20

CL

99

107

123

124

8.2

2.7

2.6

4.9

1.9 1.9 3.1

100

93

89

84

79

73

61

46

30.6 SAND, silty, gravelly

100

95

83

72

60

48

36

26

18.4 SAND, silty, gravelly

30

13

100

100

98

94

79

61

96

92

52

44

87

79

38

33

66 27

    • 48.1

      SAND, very clayey

    • 20.4

      SAND, silty, gravelly

5.4 3.1 5.1 10.0

6.7

GRAVEL, sandy, slightly silty

4.6

ORAVEL, sandy, trace silt

28.0

SAND, clayey, gravelly

27

26

24

22

20

17

14

12

10

84

80

60

SI

41

31

22

14

8

100

88

85

81

77

68

59

SO

41

34

19

6.S

10.6

ORAVEL, sandy, slightly silty

16.3

SAND, silty, graveUy

100

78

63

SI

44

36

29

22

16

100

82

68

55

4S

38

30

23

13.1

41

25

100

98

97

96

93

87

77

61.6 CLAY, very sandy

9.9

36

23

100

79

77

76

74

73

70

66

63

58.8 CLAY, sandy, gravelly

  • --

    ­

,

3.8

1.6

1.6 8.9

& A Project No.: 09-1-102

Project:

Tract

of the Villa Alegre Development

Table No.: 1

I i

I

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