California Bearing Ratio Testing

IS : 9669, IS : 2720 (Part 16) -(Heavy Compaction)

Name of Road
Location
Sample No.
Sample Location
Material description
Maximum dry density
Optimum Moisture Content
CBR Mould Density
CBR Mould Moisture Content

Shiv-Harsani-Ranasar-Ramsar
Km 0.000 to km 37.000
3
Between Km 2.000 - km 3.000
Sandy soil
1.8
16.3
1.5
12

Penetration test Data

S.N.

Pen

Dial Gauge Reading

Load(Kg)

1
2
3
4
5
6
7
8
9
10
11

0
1
1.5
2
2.5
3
4
5
7.5
10
12.5

0
7
10
13
17
19
23
27
35
37
38

0
47.6
68
88.4
115.6
129.2
156.4
183.6
238
251.6
258.4

Load from
graph

CBR %

115

183

300
250
200
150
100
50
0
0

10

11

12

QCC SUPERVISOR

QCC OFFICER

D R Shinde, JE (Civ)

Pankaj Kumar, AEE(Civ)

QUALITY CONTROL CELL 95 RCC

California Bearing Ratio Testing

IS : 9669, IS : 2720 (Part 16) -(Heavy Compaction)
Name of Road
Location
Sample No.
Sample Location
Material description
Maximum dry density
Optimum Moisture Content
CBR Mould Density
CBR Mould Moisture Content

Shiv-Harsani-Ranasar-Ramsar
Km 0.000 to km 37.000
7
Between Km 6.000 - km 8.000
Sandy soil
1.8
16.3
1.5
12

Penetration test Data

S.N.

Pen

Dial Gauge Reading

Load(Kg)

1
2
3
4
5
6
7
8
9
10
11

0
1
1.5
2
2.5
3
4
5
7.5
10
12.5

0
6
9
12
16
19
23
26
35
37
38

0
40.8
61.2
81.6
108.8
129.2
156.4
176.8
238
251.6
258.4

Load from
graph

CBR %

108

176

300
250
200
150
100
50
0
0

10

11

12

QCC SUPERVISOR

QCC OFFICER

D R Shinde, JE (Civ)

Pankaj Kumar, AEE(Civ)

QUALITY CONTROL CELL 95 RCC

California Bearing Ratio Testing

IS : 9669, IS : 2720 (Part 16) -(Heavy Compaction)
Name of Road
Location
Sample No.
Sample Location
Material description
Maximum dry density
Optimum Moisture Content
CBR Mould Density
CBR Mould Moisture Content

Shiv-Harsani-Ranasar-Ramsar
Km 0.000 to km 37.000
10
Between Km 9.000 - km 10.000
Sandy soil
1.8
16.3
1.5
12

Penetration test Data

S.N.

Pen

Dial Gauge Reading

Load(Kg)

1
2
3
4
5
6
7
8
9
10
11

0
1
1.5
2
2.5
3
4
5
7.5
10
12.5

0
8
10
14
17
20
24
27
35
37
38

0
54.4
68
95.2
115.6
136
163.2
183.6
238
251.6
258.4

Load from
graph

CBR %

115

183

300
250
200
150
100
50
0
0

QCC SUPERVISOR

10

11

12

QCC OFFICER

D R Shinde, JE (Civ)

Pankaj Kumar, AEE(Civ)

QUALITY CONTROL CELL 95 RCC

California Bearing Ratio Testing

IS : 9669, IS : 2720 (Part 16) -(Heavy Compaction)
Name of Road
Location
Sample No.
Sample Location
Material description
Maximum dry density
Optimum Moisture Content
CBR Mould Density
CBR Mould Moisture Content

Shiv-Harsani-Ranasar-Ramsar
Km 0.000 to km 37.000
13
Between Km 12.000 - km 13.000
Sandy soil
1.92
14.8
1.52
12

Penetration test Data

S.N.

Pen

Dial Gauge Reading

Load(Kg)

1
2
3
4
5
6
7
8
9
10
11

0
1
1.5
2
2.5
3
4
5
7.5
10
12.5

0
7
10
13
16
19
23
27
35
37
38

0
47.6
68
88.4
108.8
129.2
156.4
183.6
238
251.6
258.4

Load from
graph

CBR %

108

183

300
250
200
150
100
50
0
0

QCC SUPERVISOR

10

11

12

QCC OFFICER

D R Shinde, JE (Civ)

Pankaj Kumar, AEE(Civ)

___________________________________________________________________________________________________________________________

QUALITY CONTROL CELL 95 RCC

California Bearing Ratio Testing

IS : 9669, IS : 2720 (Part 16) -(Heavy Compaction)
Name of Road
Location
Sample No.
Sample Location
Material description
Maximum dry density
Optimum Moisture Content
CBR Mould Density
CBR Mould Moisture Content

Shiv-Harsani-Ranasar-Ramsar
Km 0.000 to km 37.000
21
Between Km20.000 - km 21.000
Sandy soil
1.8
16.3
1.5
12

Penetration test Data

S.N.

Pen

Dial Gauge Reading

Load(Kg)

1
2
3
4
5
6
7
8
9
10
11

0
1
1.5
2
2.5
3
4
5
7.5
10
12.5

0
7
11
13
18
21
25
28
37
39
40

0
47.6
74.8
88.4
122.4
142.8
170
190.4
251.6
265.2
272

Load from
graph

CBR %

122

190

300
250
200
150
100
50
0
0

QCC SUPERVISOR

10

11

12

QCC OFFICER

D R Shinde, JE (Civ)

Pankaj Kumar, AEE(Civ)

QUALITY CONTROL CELL 95 RCC

California Bearing Ratio Testing

IS : 9669, IS : 2720 (Part 16) -(Heavy Compaction)
Name of Road
Location
Sample No.
Sample Location
Material description
Maximum dry density
Optimum Moisture Content
CBR Mould Density
CBR Mould Moisture Content

Shiv-Harsani-Ranasar-Ramsar
Km 0.000 to km 37.000
24
Between Km23.000 - km 24.000
Sandy soil
1.92
14.8
1.52
12

Penetration test Data

S.N.

Pen

Dial Gauge Reading

Load(Kg)

1
2
3
4
5
6
7
8
9
10
11

0
1
1.5
2
2.5
3
4
5
7.5
10
12.5

0
7
10
13
17
19
23
28
35
37
38

0
47.6
68
88.4
115.6
129.2
156.4
190.4
238
251.6
258.4

Load from
graph

CBR %

115

190

300
250
200
150
100
50
0
0

10

11

12

QCC SUPERVISOR

QCC OFFICER

D R Shinde, JE (Civ)

Pankaj Kumar, AEE(Civ)

QUALITY CONTROL CELL 95 RCC

IS : 9669, IS : 2720 (Part 16) -(Heavy Compaction)

Name of Road
Location
Sample No.
Sample Location
Material description
Maximum dry density
Optimum Moisture Content
CBR Mould Density
CBR Mould Moisture Content

Shiv-Harsani-Ranasar-Ramsar
Km 0.000 to km 37.000
29
Between Km28.000 - km 29.000
Sandy soil
1.82
15.3
1.55
12

Penetration test Data

S.N.

Pen

Dial Gauge Reading

Load(Kg)

1
2
3
4
5
6
7
8
9
10
11

0
1
1.5
2
2.5
3
4
5
7.5
10
12.5

0
9
10
13
17
19
23
27
36
38
39

0
61.2
68
88.4
115.6
129.2
156.4
183.6
244.8
258.4
265.2

Load from
graph

CBR %

115

183

300
250
200
150
100
50
0
0

10

11

12

100
50
0
0

10

11

12

QCC SUPERVISOR

QCC OFFICER

D R Shinde, JE (Civ)

Pankaj Kumar, AEE(Civ)

QUALITY CONTROL CELL 95 RCC

California Bearing Ratio Testing

IS : 9669, IS : 2720 (Part 16) -(Heavy Compaction)
Name of Road
Location
Sample No.
Sample Location
Material description
Maximum dry density
Optimum Moisture Content
CBR Mould Density
CBR Mould Moisture Content

Shiv-Harsani-Ranasar-Ramsar
Km 0.000 to km 37.000
34
Between Km33.000 - km 34.000
Sandy soil
1.82
15.3
1.55
12

Penetration test Data

S.N.

Pen

Dial Gauge Reading

Load(Kg)

1
2
3
4
5
6
7
8
9
10
11

0
1
1.5
2
2.5
3
4
5
7.5
10
12.5

0
7
10
13
15
19
23
26
35
37
38

0
47.6
68
88.4
102
129.2
156.4
176.8
238
251.6
258.4

Load from
graph

CBR %

102

176

300
250
200
150
100
50
0
0

10

11

12

150
100
50
0
0

10

11

12

QCC SUPERVISOR

QCC OFFICER

D R Shinde, JE (Civ)

Pankaj Kumar, AEE(Civ)

QUALITY CONTROL CELL 95 RCC

IS : 9669, IS : 2720 (Part 16) -(Heavy Compaction)

Name of Road
Location
Sample No.
Sample Location
Material description
Maximum dry density
Optimum Moisture Content
CBR Mould Density
CBR Mould Moisture Content

Shiv-Harsani-Ranasar-Ramsar
Km 0.000 to km 37.000
37
Between Km36.000 - km 37.000
Sandy soil
1.92
14.8
1.52
12

Penetration test Data

S.N.

Pen

Dial Gauge Reading

Load(Kg)

1
2
3
4
5
6
7
8
9
10
11

0
1
1.5
2
2.5
3
4
5
7.5
10
12.5

0
7
10
13
17
19
23
27
35
37
38

0
47.6
68
88.4
115.6
129.2
156.4
183.6
238
251.6
258.4

Load from
graph

CBR %

115

183

300
250
200
150
100
50
0
0

10

11

12

150
100
50
0
0

10

11

12

QCC SUPERVISOR

QCC OFFICER

D R Shinde, JE (Civ)

Pankaj Kumar, AEE(Civ)

California Bearing Ratio Testing

vy Compaction)

IS : 9669, IS : 2720 (Part 16) -(Heavy Compaction)

ani-Ranasar-Ramsar
000 to km 37.000
3
Km 2.000 - km 3.000
Sandy soil
1.8
16.3
1.5
12

Name of Road
Location
Sample No.
Sample Location
Material description
Maximum dry density
Optimum Moisture Content
CBR Mould Density
CBR Mould Moisture Content

Shiv-Harsani-Ranasar-Ramsar
Km 0.000 to km 37.000
4
Between Km 3.000 - km 4.000
Sandy soil
1.82
15.3
1.55
12

Penetration test Data

Avg CBR

S.N.

Pen

Dial Gauge
Reading

Load(Kg)

1
2
3
4
5
6
7
8
9
10
11

0
1
1.5
2
2.5
3
4
5
7.5
10
12.5

0
8
11
14
18
20
23
27
35
37
38

0
54.4
74.8
95.2
122.4
136
156.4
183.6
238
251.6
258.4

300
250
200
150
100
50

10

11

12

0
0

QCC OFFICER

QCC SUPERVISOR

Pankaj Kumar, AEE(Civ)

D R Shinde, JE (Civ)

10

11

12

5 RCC

QUALITY CONTROL CELL 95 RCC

California Bearing Ratio Testing

vy Compaction)

IS : 9669, IS : 2720 (Part 16) -(Heavy Compaction)

ani-Ranasar-Ramsar
000 to km 37.000
7
Km 6.000 - km 8.000
Sandy soil
1.8
16.3
1.5
12

Name of Road
Location
Sample No.
Sample Location
Material description
Maximum dry density
Optimum Moisture Content
CBR Mould Density
CBR Mould Moisture Content

Shiv-Harsani-Ranasar-Ramsar
Km 0.000 to km 37.000
8
Between Km 7.000 - km 8.000
Sandy soil
1.92
14.8
1.52
12

Penetration test Data

Avg CBR

S.N.

Pen

1
2
3
4
5
6
7
8
9
10
11

0
1
1.5
2
2.5
3
4
5
7.5
10
12.5

Dial Gauge
Reading
0
7
11
14
18
21
24
28
36
38
39

Load(Kg)
0
47.6
74.8
95.2
122.4
142.8
163.2
190.4
244.8
258.4
265.2

300
250
200
150
100
50

10

11

12

0
0

QCC OFFICER

QCC SUPERVISOR

Pankaj Kumar, AEE(Civ)

D R Shinde, JE (Civ)

10

11

12

5 RCC

QUALITY CONTROL CELL 95 RCC

California Bearing Ratio Testing

vy Compaction)

IS : 9669, IS : 2720 (Part 16) -(Heavy Compaction)

ani-Ranasar-Ramsar
000 to km 37.000
10
m 9.000 - km 10.000
Sandy soil
1.8
16.3
1.5
12

Name of Road
Location
Sample No.
Sample Location
Material description
Maximum dry density
Optimum Moisture Content
CBR Mould Density
CBR Mould Moisture Content

Shiv-Harsani-Ranasar-Ramsar
Km 0.000 to km 37.000
11
Between Km 10.000 - km 11.000
Sandy soil
1.82
15.3
1.55
12

Penetration test Data

Avg CBR

S.N.

Pen

1
2
3
4
5
6
7
8
9
10
11

0
1
1.5
2
2.5
3
4
5
7.5
10
12.5

Dial Gauge
Reading
0
7
11
13
18
21
25
28
37
38
39

Load(Kg)
0
47.6
74.8
88.4
122.4
142.8
170
190.4
251.6
258.4
265.2

300
250
200
150
100
50

10

11

12

QCC OFFICER

0
0

QCC SUPERVISOR

10

11

12

Pankaj Kumar, AEE(Civ)

D R Shinde, JE (Civ)

5 RCC

QUALITY CONTROL CELL 95 RCC

California Bearing Ratio Testing

vy Compaction)

IS : 9669, IS : 2720 (Part 16) -(Heavy Compaction)

ani-Ranasar-Ramsar
000 to km 37.000
13
m 12.000 - km 13.000
Sandy soil
1.92
14.8
1.52
12

Name of Road
Location
Sample No.
Sample Location
Material description
Maximum dry density
Optimum Moisture Content
CBR Mould Density
CBR Mould Moisture Content

Shiv-Harsani-Ranasar-Ramsar
Km 0.000 to km 37.000
15
Between Km14.000 - km 15.000
Sandy soil
1.8
16.3
1.5
12

Penetration test Data

Avg CBR

S.N.

Pen

1
2
3
4
5
6
7
8
9
10
11

0
1
1.5
2
2.5
3
4
5
7.5
10
12.5

Dial Gauge
Reading
0
8
11
15
17
19
23
28
35
37
38

Load(Kg)
0
54.4
74.8
102
115.6
129.2
156.4
190.4
238
251.6
258.4

300
250
200
150
100
50

10

11

12

QCC OFFICER

0
0

QCC SUPERVISOR

10

11

12

Pankaj Kumar, AEE(Civ)

D R Shinde, JE (Civ)

______________________________________________________________________________________________________________________

5 RCC

QUALITY CONTROL CELL 95 RCC

California Bearing Ratio Testing

vy Compaction)

IS : 9669, IS : 2720 (Part 16) -(Heavy Compaction)

ani-Ranasar-Ramsar
000 to km 37.000
21
m20.000 - km 21.000
Sandy soil
1.8
16.3
1.5
12

Name of Road
Location
Sample No.
Sample Location
Material description
Maximum dry density
Optimum Moisture Content
CBR Mould Density
CBR Mould Moisture Content

Shiv-Harsani-Ranasar-Ramsar
Km 0.000 to km 37.000
22
Between Km29.000 - km 30.000
Sandy soil
1.82
15.3
1.55
12

Penetration test Data

Avg CBR

S.N.

Pen

1
2
3
4
5
6
7
8
9
10
11

0
1
1.5
2
2.5
3
4
5
7.5
10
12.5

Dial Gauge
Reading
0
7
10
13
17
19
23
27
35
37
38

Load(Kg)
0
47.6
68
88.4
115.6
129.2
156.4
183.6
238
251.6
258.4

300
250
200
150
100
50

10

11

12

QCC OFFICER

0
0

QCC SUPERVISOR

10

11

12

Pankaj Kumar, AEE(Civ)

D R Shinde, JE (Civ)

5 RCC

QUALITY CONTROL CELL 95 RCC

California Bearing Ratio Testing

vy Compaction)

IS : 9669, IS : 2720 (Part 16) -(Heavy Compaction)

ani-Ranasar-Ramsar
000 to km 37.000
24
m23.000 - km 24.000
Sandy soil
1.92
14.8
1.52
12

Name of Road
Location
Sample No.
Sample Location
Material description
Maximum dry density
Optimum Moisture Content
CBR Mould Density
CBR Mould Moisture Content

Shiv-Harsani-Ranasar-Ramsar
Km 0.000 to km 37.000
28
Between Km27.000 - km 28.000
Sandy soil
1.8
16.3
1.5
12

Penetration test Data

Avg CBR

S.N.

Pen

1
2
3
4
5
6
7
8
9
10
11

0
1
1.5
2
2.5
3
4
5
7.5
10
12.5

Dial Gauge
Reading
0
8
11
14
18
20
23
27
35
37
38

Load(Kg)
0
54.4
74.8
95.2
122.4
136
156.4
183.6
238
251.6
258.4

300
250
200
150
100
50

10

11

12

0
0

10

11

12

QCC OFFICER

QCC SUPERVISOR

Pankaj Kumar, AEE(Civ)

D R Shinde, JE (Civ)

5 RCC

QUALITY CONTROL CELL 95 RCC

vy Compaction)

IS : 9669, IS : 2720 (Part 16) -(Heavy Compaction)

ani-Ranasar-Ramsar
000 to km 37.000
29
m28.000 - km 29.000
Sandy soil
1.82
15.3
1.55
12

Name of Road
Location
Sample No.
Sample Location
Material description
Maximum dry density
Optimum Moisture Content
CBR Mould Density
CBR Mould Moisture Content

Shiv-Harsani-Ranasar-Ramsar
Km 0.000 to km 37.000
33
Between Km29.000 - km 30.000
Sandy soil
1.8
16.3
1.5
12

Penetration test Data

Avg CBR

S.N.

Pen

1
2
3
4
5
6
7
8
9
10
11

0
1
1.5
2
2.5
3
4
5
7.5
10
12.5

Dial Gauge
Reading
0
6
9
12
15
18
23
27
35
37
38

Load(Kg)
0
40.8
61.2
81.6
102
122.4
156.4
183.6
238
251.6
258.4

300
250
200
150
100
50

10

11

12

0
0

10

11

12

100
50

10

11

0
0

12

QCC OFFICER

QCC SUPERVISOR

Pankaj Kumar, AEE(Civ)

D R Shinde, JE (Civ)

5 RCC

10

11

12

QUALITY CONTROL CELL 95 RCC

California Bearing Ratio Testing

vy Compaction)

IS : 9669, IS : 2720 (Part 16) -(Heavy Compaction)

ani-Ranasar-Ramsar
000 to km 37.000
34
m33.000 - km 34.000
Sandy soil
1.82
15.3
1.55
12

Name of Road
Location
Sample No.
Sample Location
Material description
Maximum dry density
Optimum Moisture Content
CBR Mould Density
CBR Mould Moisture Content

Shiv-Harsani-Ranasar-Ramsar
Km 0.000 to km 37.000
36
Between Km35.000 - km 36.000
Sandy soil
1.92
14.8
1.52
12

Penetration test Data

Avg CBR

S.N.

Pen

1
2
3
4
5
6
7
8
9
10
11

0
1
1.5
2
2.5
3
4
5
7.5
10
12.5

Dial Gauge
Reading
0
6
10
12
17
19
23
26
34
37
39

Load(Kg)
0
40.8
68
81.6
115.6
129.2
156.4
176.8
231.2
251.6
265.2

300
250
200
150
100
50

10

11

12

0
0

10

11

12

150
100
50

10

11

0
0

12

QCC SUPERVISOR

Pankaj Kumar, AEE(Civ)

D R Shinde, JE (Civ)

vy Compaction)

ani-Ranasar-Ramsar
000 to km 37.000
37
m36.000 - km 37.000
Sandy soil
1.92
14.8
1.52
12

Avg CBR

10

QCC OFFICER

5 RCC

11

12

10

11

12

10

11

12

QCC OFFICER

Pankaj Kumar, AEE(Civ)

a Bearing Ratio Testing

: 2720 (Part 16) -(Heavy Compaction)

Shiv-Harsani-Ranasar-Ramsar
Km 0.000 to km 37.000
4
Between Km 3.000 - km 4.000
Sandy soil
1.82
15.3
1.55
12

netration test Data

Load from
graph

CBR %

122

Avg CBR

9
183

10

11

12

QCC OFFICER

Pankaj Kumar, AEE(Civ)

ALITY CONTROL CELL 95 RCC

a Bearing Ratio Testing

: 2720 (Part 16) -(Heavy Compaction)

Shiv-Harsani-Ranasar-Ramsar
Km 0.000 to km 37.000
8
Between Km 7.000 - km 8.000
Sandy soil
1.92
14.8
1.52
12

netration test Data

Load from
graph

CBR %

122

Avg CBR

9
190

10

11

12

QCC OFFICER

Pankaj Kumar, AEE(Civ)

ALITY CONTROL CELL 95 RCC

a Bearing Ratio Testing

: 2720 (Part 16) -(Heavy Compaction)

Shiv-Harsani-Ranasar-Ramsar
Km 0.000 to km 37.000
11
Between Km 10.000 - km 11.000
Sandy soil
1.82
15.3
1.55
12

netration test Data

Load from
graph

CBR %

122

Avg CBR

9
190

10

11

12

QCC OFFICER

Pankaj Kumar, AEE(Civ)

ALITY CONTROL CELL 95 RCC

a Bearing Ratio Testing

: 2720 (Part 16) -(Heavy Compaction)

Shiv-Harsani-Ranasar-Ramsar
Km 0.000 to km 37.000
15
Between Km14.000 - km 15.000
Sandy soil
1.8
16.3
1.5
12

netration test Data

Load from
graph

CBR %

115

Avg CBR

9
190

10

11

12

QCC OFFICER

Pankaj Kumar, AEE(Civ)

_____________________________

ALITY CONTROL CELL 95 RCC

a Bearing Ratio Testing

: 2720 (Part 16) -(Heavy Compaction)

Shiv-Harsani-Ranasar-Ramsar
Km 0.000 to km 37.000
22
Between Km29.000 - km 30.000
Sandy soil
1.82
15.3
1.55
12

netration test Data

Load from
graph

CBR %

115

Avg CBR

9
183

10

11

12

QCC OFFICER

Pankaj Kumar, AEE(Civ)

ALITY CONTROL CELL 95 RCC

a Bearing Ratio Testing

: 2720 (Part 16) -(Heavy Compaction)

Shiv-Harsani-Ranasar-Ramsar
Km 0.000 to km 37.000
28
Between Km27.000 - km 28.000
Sandy soil
1.8
16.3
1.5
12

netration test Data

Load from
graph

CBR %

122

Avg CBR

9
183

10

11

12

QCC OFFICER

Pankaj Kumar, AEE(Civ)

ALITY CONTROL CELL 95 RCC

: 2720 (Part 16) -(Heavy Compaction)

Shiv-Harsani-Ranasar-Ramsar
Km 0.000 to km 37.000
33
Between Km29.000 - km 30.000
Sandy soil
1.8
16.3
1.5
12

netration test Data

Load from
graph

CBR %

102

Avg CBR

9
183

10

11

12

10

11

12

QCC OFFICER

Pankaj Kumar, AEE(Civ)

ALITY CONTROL CELL 95 RCC

a Bearing Ratio Testing

: 2720 (Part 16) -(Heavy Compaction)

Shiv-Harsani-Ranasar-Ramsar
Km 0.000 to km 37.000
36
Between Km35.000 - km 36.000
Sandy soil
1.92
14.8
1.52
12

netration test Data

Load from
graph

CBR %

115

Avg CBR

9
176

10

11

12

10

11

12

QCC OFFICER

Pankaj Kumar, AEE(Civ)