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Table 4 Results of the geotechnical test

From: An investigation into the cause of road failure along Sagamu-Papalanto highway southwestern Nigeria

SN

Soil

layers

Clays %

Silt %

Fines %

Sand %

Gravel %

SG

NMC

LL

PL

PI

FS

LS

Activity

AASHTO

Soil group

UCS

OMC

%

MDD

(g/cm3)

CBR %

L1

SBC

26.1

37.2

62.8

36.0

3.2

2.64

6.8

56.1

35.6

20.5

33

6

0.78

A-7

SS

MH

24

1.52

5

L2

SBC

18.5

12.78

30.2

63.4

7.7

2.52

12.6

30.4

22.4

8.0

22

8.16

0.43

A-24

CS

CL

15

1.65

4

L3

SBC

39

9.6

47.2

49.4

4.3

2.53

20.6

49.7

26.2

23.5

21.2

11

0.60

A-7

CS

MI

21

1.67

8

L4

SBC

31.3

7.4

39.5

48.3

13.2

2.53

14

46.4

32.4

14.0

21.4

12.4

0.44

A-7

CS

MI

18

1.51

6

L5

SBC

36.7

11.9

45.4

56.8

3.8

2.52

16.4

46.9

29.9

17.0

32

11

0.46

A-7

CS

MI

21

1.61

6

L6

SBC

27

11.9

37.4

57.3

9.3

2.53

19.7

47.9

27.5

20.4

26.9

12.4

0.75

A-7

CS

CI

17

1.53

6

L7

BC

26.5

16.4

41.9

49.3

10.8

2.54

14.9

52.2

29.2

23.0

43.9

10.2

0.86

A-7

CS

MI

12

1.65

5

L8

BC

26.8

15

39.8

61.3

2.7

2.56

7.5

25.1

19.9

5.20

2.0

6

0.19

A-4

CS

CL-MI

11

1.78

5

L9

BC

26.2

11.7

36.1

37

25.9

2.57

15

41.7

29.7

12

18.6

6

0.45

A-7

GS

MI

16

1.67

4

L10

BC

48.9

12.1

58.0

31.7

9.3

2.62

15.4

42.4

30.5

11.9

22

8.29

0.24

A-6

SC

MI

18

1.65

3

L11

SG

24.2

11.2

34.4

56.2

8.4

2.56

15.8

34.3

21.7

34.3

31

9.57

0.29

A-26

CS

CL

3

1.70

3

L12

SG

21.1

12.7

31.8

60.5

6.7

2.55

12.6

36.3

25.2

36.3

8.14

10.29

0.52

A-26

CS

CI

4

1.72

4

L13

SG

26.9

6.1

32

59.4

10.6

2.58

12.2

33.6

22.6

33.6

26

11.29

0.40

A-26

CS

CL

12

1.71

12

L14

SG

27

14.9

42.9

51.4

4.7

2.56

18.2

40.5

22.1

40.5

26.7

11.6

0.68

A-7

CS

CI

5

1.69

5

L15

SG

13.4

15.8

27.2

64

9.8

2.57

11.5

26.8

18.2

26.8

11

8.86

0.64

A-24

CS

CL

4

1.74

4

L16

SG

12.1

14.9

28

70.1

4.9

2.55

13.2

36.6

18.7

36.6

5.35

3.86

1.47

A-2

SiC

CL

4

1.70

4

L17

SG

22.6

8.7

28.3

50.5

20.2

2.54

22

31.3

20.5

31.3

5.17

3.96

0.47

A-24

CS

CL

5

1.72

5

L18

SG

8.5

7.5

12

80.1

6.9

2.57

12.5

40.81

22.3

40.81

6.17

7.43

2.17

A-2

CS

CL

9

1.72

9

L19

SG

21.8

14.8

35.6

55.7

11.7

2.50

11.6

45.4

23.8

45.4

31

11.71

0.99

A-2-7

CS

CI

3

1.64

3

L20

SG

27.5

14

38.5

49.4

10.1

2.58

9.4

46.2

21.6

46.2

26

12.71

0.89

A-7

CS

CI

4

1.64

4

  1. Note: MC Moisture content, SG specific gravity, MDD maximum dry density, PI plasticity index, LL liquid limit, PL plastic limit, CBR California bearing ratio LS linear shrinkage, FS free swell, SS sandy silt, CS clayey sand, GS gravelly sand, SC sandy clay, SiC silty clay, NP non plastic; SBC sub-base soil; Base course (BC) materials; sub-grade soil (SGS)