Eotechnical investigation for California Bearing Ratio (CBR) lab report

Produce a professional geotechnical investigation lab report
 The report should contain, but not limited to:
” Introduction
” Theory
” Apparatus
” Procedures
” Data analysis and results
” Conclusions and discussions

Sub-grade CBR
Load (KN) Penetration (mm)
0.61 0.02
1.06 0.02
1.10 0.13
2.88 0.24
2.99 0.40
3.25 0.58
3.63 0.59
3.87 0.60
3.91 0.90
4.06 1.01
4.71 1.13
5.43 1.41
5.49 1.49
7.57 1.70
7.85 2.05
8.80 2.14
9.08 2.44
10.46 2.90
10.48 3.03
11.72 3.25
11.98 3.56
13.51 3.86
13.95 3.87
14.84 4.20
14.95 4.30
15.86 4.80
17.43 5.20
17.58 5.41
17.88 5.64
18.35 5.70
18.63 5.71
19.34 6.11
19.70 6.16
19.76 6.22
19.78 6.34