Calculate all the sieve analysis

Assignment Help Civil Engineering
Reference no: EM131421607 , Length: 20

You are the Geotechnical engineering which was appointed to work on a roads project near Bloemfontein. One of you responsibilities is the site laboratory where all the test are conducted.

You are required to write your own excel sheet which must calculate all the Sieve analysis, Atterberg limits, bulk density and CBR results. These results must be used to determine the Colto classification of the soil.

You will be evaluated on how well your excel sheet performs and how professional it looks. The less input data you have to give to calculate the results and determine the COLTO classification the better. You are required to hand in your excel sheet on a CD with your assignment. Please ensure that it is properly attached and will not get lost.

Your assignment should have the following headings:

1. Title page with rubric and student numbers (Note: the rubric must be on your title page and the group member's student Names & numbers or -10%)
2. Introduction and objective
3. Methodology on how to use the COLTO classification
4. COLTO classification excel sheet (Ensure CD is properly attached)
5. Calculation results
6. Conclusion
7. References
8. Minutes and meetings (Note: Minutes and meetings must be in your assignment or -10%)
9. Declaration (Note: the declaration must be in your assignment or -10%)
(NB: the report must be typed in Arial font size 12 with spacing of 1.5)
(Note: -10% if your report is not arial font size 12 with spacing 1.5)

Data obtained in the lab:

1. Material description:

Natural gravel with small boulders.

2. Sieve analysis results:

Sieve size (mm)

Mass of empty sieve (g)

Mass of sieve + soil retained (g)

Soil Mass (g)

% Retained

Cumulative % passing

53

120

120

 

 

 

37.5

115

115

 

 

 

26.5

117

280

 

 

 

19

135

295

 

 

 

13.2

131

328

 

 

 

4.75

129

668

 

 

 

2

121

555

 

 

 

0.425

124

401

 

 

 

<0.425

120

355

 

 

 

 

 

 


 

 

Hydrometer Results (Given)

0.075

7.02%

0.002

4.70%

3. Atterberg Limits results: (3 - One point tests)
Atterberg Limits on sample (0.425 mm):

Atterberg Limits

 

Date

 

2016/07/03

 

L.L

L.L

L.L

 

P.L

P.L

Tin

1

2

3

4

5

Tin (g)

14.1

14.3

14.2

14.5

14.36

Tin + Wet Soil (g)

20.7

20.98

21.29

18.95

19.31

Tin + Dry Soil (g)

19.4

19.7

19.89

18.23

18.55

No. of Blows

22

28

25

 

 

% Water (MC)

 

 

 

 

 

Correcting Factor (n/25)0.12

 

 

 

 

 

Result

 

 

 

 

 

4. Bulk Density:

Compacted soil sample number

 

 

 

 

 

MC sample number

1A

2A

3A

4A

5A

Moisture can lid number

1

2

3

4

5

Mass of can + lid (g)

7.7

7.5

7.88

8.2

7.81

Mass of can + lid + moist soil (g)

11.8

10.05

11.12

11.34

10.3

Mass of can + lid + dry soil (g)

11.6

9.87

10.85

11.05

10.01

Mass of soil solids (g)

 

 

 

 

 

 

 

 

 

 

 

Mass of water (g)

 

 

 

 

 

 

 

 

 

 

 

Moisture content %

 

 

 

 

 

 

 

 

 

 

 


Mould dimensions:

Diameter (mm)

152

151

150

149

150

Height (mm)

151

152

153

153

150

Mould in (cm³)

 

 

 

 

 







Compacted soil sample number

1

2

3

4

5

 

 

 

 

 

 

Mass of compacted soil and mould (g)

6458

6689

6899

6759

6701

Mass of mould (g)

1933

1933

1976

1849.5

1782.2

Mass of compacted soil (g)

 

 

 

 

 

 

 

 

 

 

 

Density (g/cm3)

 

 

 

 

 

 

 

 

 

 

 

Dry density (g/cm3)

 

 

 

 

 

 

 

 

 

 

 


 

 

 

 

 

Optimum Moisture Content (%)

 

Maximum Dry density (g/cm³)

 

5. CBR:

California Bearing Ratio

Mould

6A

7A

8A

Mould dimensions:

Diameter (mm)

151

152

153

Height (mm)

151

152

153

Mould in (cm³)

 

 

 

Mass of mould and wet soil (g)

6891

6756

6709

Mass of mould (g)

2600

2330

2140

Loads required at 2.54 mm penetration per mould to determine CBR

5.67

4.67

3.87

California Bearing Ratio

 

 

 

 

 

 

Mould


 

M6

M7

M8

 

 

 


 

 

 



 


 

Density (kg/m3)



 

 

 

 



 

 

 

 

 

 

 

 

 

Dry Density (kg/m3)       (OMC=%)


 

 

 

 

 

 

 

 

 

 

 



 

 

 

% Compaction (MDD= kg/m3)



 

 

 

 



 

 

 

 

 

 


 

 

CBR (2.54 mm) (Given)


 


 

 

 

 

 

99.0

98.7

98.5

% Compaction


CBR (from graph)

 

 

 

NOTE: All information not given may be reasonably assumed.

Attachment:- Built-Environment.rar

Reference no: EM131421607

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Reviews

len1421607

3/10/2017 12:02:11 AM

Criteria Absent Inadequate/ Needs Improvement Adequate Good Outstanding Total Marks 1 Introduction & Objective 0 1 2 3 4 4/ 2 Methodology 0 1;2 3;4 5;6 7;8 8/ 3 COLTO excel sheet 0 1;2;3 4;5;6 7;8;9 10;11;12 12/ 4 Calculation results 0 1 2 3 4 4/ 5 Conclusion 0 1 2 3 4 4/ 6 Overall Report & Neatness 0 1 2 3 4 4/ 7 References 0 1 2 3 4 4/

len1421607

3/10/2017 12:02:02 AM

1. Title page with rubric and student numbers (Note: the rubric must be on your title page and the group member’s student Names & numbers or -10%) 2. Introduction and objective 3. Methodology on how to use the COLTO classification 4. COLTO classification excel sheet (Ensure CD is properly attached) 5. Calculation results 6. Conclusion 7. References 8. Minutes and meetings (Note: Minutes and meetings must be in your assignment or -10%) 9. Declaration (Note: the declaration must be in your assignment or -10%) (NB: the report must be typed in Arial font size 12 with spacing of 1.5) (Note: -10% if your report is not arial font size 12 with spacing 1.5)

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