Geotechnical Investigation Result on Section of Ogbia-Nembe Road for Improved Soil Sample

Geotechnical Investigation Result on Section of Ogbia-Nembe Road for Improved Soil Sample

Geotechnical Investigation Result on Section of Ogbia-Nembe Road for Improved Soil Sample

Sample Point

Standard Compaction

California Bearing Ratio (CBR) (%)

Sample Point

Standard Compaction

California Bearing Ratio (CBR) (%)

Sample Point

Standard Compaction

California Bearing Ratio (CBR) (%)

Maximum

Dry Density (g/cm³)

Optimum Moisture Content (OMC) %

Soaked CBR Value (%)

Maximum Dry Density (g/cm³)

Optimum Moisture Content (OMC) %

Soaked CBR Value (%)

Maximum Dry Density (g/cm³)

Optimum Moisture Content (OMC) %

Soaked CBR Value (%)

At 6% Cement Content on a sand-cement stabilization

At 10% Cement Content on a sand-cement stabilization

At 10% Cement Content on a sand-cement stabilization

A

1.66

8.30

27.30

A

1.56

9.30

26.40

A

1.52

10.30

31.00

B

1.74

10.10

21.80

B

1.69

11.20

28.10

B

1.68

12.00

33.10

C

1.78

12.30

29.70

C

1.78

13.10

36.80

C

1.75

14.20

32.00

D

1.71

14.30

31.30

D

1.74

15.20

31.30

D

1.67

16.10

36.00

E

1.62

16.20

17.30

E

1.58

17.20

32.40

E

1.52

18.30

36.40

At 8% Cement Content on a sand-cement stabilization

At 12% Cement Content on a sand-cement stabilization

At 12% Cement Content on a sand-cement stabilization

A

1.59

6.20

33.40

A

1.61

8.40

38.60

A

1.61

9.20

38.70

B

1.69

8.20

29.80

B

1.76

10.30

38.10

B

1.69

11.30

39.20

C

1.70

10.20

33.70

C

1.84

12.10

43.20

C

1.74

13.20

37.60

D

1.63

12.00

35.20

D

1.73

14.10

39.90

D

1.67

15.30

41.90

E

1.49

14.20

29.20

E

1.61

16.00

44.40

E

1.57

17.30

42.80

At 10% Cement Content on a sand-cement stabilization

At 14% Cement Content on a sand-cement stabilization

At 14% Cement Content on a sand-cement stabilization

A

1.64

6.20

43.00

A

1.66

6.20

42.10

A

1.65

5.40

42.30

B

1.70

8.30

42.60

B

1.78

8.20

43.60

B

1.70

7.30

41.70

C

1.73

10.10

43.30

C

1.86

10.10

44.80

C

1.72

9.40

39.00

D

1.65

12.20

45.20

D

1.80

12.20

40.90

D

1.67

11.30

35.10

E

1.58

14.00

39.40

E

1.64

14.20

48.20

E

1.61

13.10

45.20