Equipments List2
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CCS in N/mm2 corresponding to Load applied in kN (70.6 mm x 70.6 mm x 70.6 mm Cubes) SR.NO LOAD(KN) CCS(N/mm2)
SR.NO LOAD(KN) CCS(N/mm2)
1
150
30.00
29
206
41.33
2
152
30.50
30
208
41.73
3
154
30.90
31
210
42.13
4
156
31.30
32
212
42.53
5
158
31.00
33
214
42.93
6
160
32.10
34
216
43.34
7
162
32.50
35
218
43.74
8
164
32.90
36
220
44.14
9
166
32.00
37
222
44.54
10
168
33.71
38
224
44.94
11
170
34.11
39
226
45.34
12
172
34.51
40
228
45.74
13
174
33.00
41
230
46.14
14
176
35.31
42
232
46.55
15
178
35.71
43
234
46.95
16
180
36.11
44
236
47.35
17
182
34.00
45
238
47.75
18
184
36.92
46
240
48.15
19
186
37.32
47
242
48.55
20
188
37.72
48
244
48.95
21
190
35.00
49
246
49.35
22
192
38.52
50
248
49.76
23
194
38.92
51
250
50.16
24
196
39.32
52
252
50.56
25
198
36.00
53
254
50.96
26
200
40.13
54
256
51.36
27
202
40.53
55
258
51.76
28
204
40.93
56
260
52.16
CCS in N/mm2 corresponding to Load applied in kN (150 mm x 150 mm x 150 mm Cubes) SR.NO LOAD(kN) CCS(N/mm2)
SR.NO LOAD(kN) CCS(N/mm2)
113
1270
56.44
141
1550
68.89
114
1280
56.89
142
1560
69.33
115
1290
57.33
143
1570
69.78
116
1300
57.78
144
1580
70.22
117
1310
58.22
145
1590
70.67
118
1320
58.67
146
1600
71.11
119
1330
59.11
147
1610
71.56
120
1340
59.56
148
1620
72.00
121
1350
60.00
149
1630
72.44
122
1360
60.44
150
1640
72.89
123
1370
60.89
151
1650
73.33
124
1380
61.33
152
1660
73.78
125
1390
61.78
153
1670
74.22
126
1400
62.22
154
1680
74.67
127
1410
62.67
155
1690
75.11
128
1420
63.11
156
1700
75.56
129
1430
63.56
157
1710
76.00
130
1440
64.00
158
1720
76.44
131
1450
64.44
159
1730
76.89
132
1460
64.89
160
1740
77.33
133
1470
65.33
161
1750
77.78
134
1480
65.78
162
1760
78.22
135
1490
66.22
163
1770
78.67
136
1500
66.67
164
1780
79.11
137
1510
67.11
165
1790
79.56
138
1520
67.56
166
1800
80.00
139
1530
68.00
167
1810
80.44
140
1540
68.44
168
1820
80.89
CCS in N/mm2 corresponding to Load applied in kN (150 mm x 150 mm x 150 mm Cubes) SR.NO LOAD(kN) CCS(N/mm2)
SR.NO LOAD(kN) CCS(N/mm2)
57
710
31.56
85
990
44.00
58
720
32.00
86
1000
44.44
59
730
32.44
87
1010
44.89
60
740
32.89
88
1020
45.33
61
750
33.33
89
1030
45.78
62
760
33.78
90
1040
46.22
63
770
34.22
91
1050
46.67
64
780
34.67
92
1060
47.11
65
790
35.11
93
1070
47.56
66
800
35.56
94
1080
48.00
67
810
36.00
95
1090
48.44
68
820
36.44
96
1100
48.89
69
830
36.89
97
1110
49.33
70
840
37.33
98
1120
49.78
71
850
37.78
99
1130
50.22
72
860
38.22
100
1140
50.67
73
870
38.67
101
1150
51.11
74
880
39.11
102
1160
51.56
75
890
39.56
103
1170
52.00
76
900
40.00
104
1180
52.44
77
910
40.44
105
1190
52.89
78
920
40.89
106
1200
53.33
79
930
41.33
107
1210
53.78
80
940
41.78
108
1220
54.22
81
950
42.22
109
1230
54.67
82
960
42.67
110
1240
55.11
83
970
43.11
111
1250
55.56
84
980
43.56
112
1260
56.00
CCS in N/mm2 corresponding to Load applied in kN (150 mm x 150 mm x 150 mm Cubes) SR.NO LOAD(kN) CCS(N/mm2)
SR.NO LOAD(kN) CCS(N/mm2)
1
150
6.67
29
430
19.11
2
160
7.11
30
440
19.56
3
170
7.56
31
450
20.00
4
180
8.00
32
460
20.44
5
190
8.44
33
470
20.89
6
200
8.89
34
480
21.33
7
210
9.33
35
490
21.78
8
220
9.78
36
500
22.22
9
230
10.22
37
510
22.67
10
240
10.67
38
520
23.11
11
250
11.11
39
530
23.56
12
260
11.56
40
540
24.00
13
270
12.00
41
550
24.44
14
280
12.44
42
560
24.89
15
290
12.89
43
570
25.33
16
300
13.33
44
580
25.78
17
310
13.78
45
590
26.22
18
320
14.22
46
600
26.67
19
330
14.67
47
610
27.11
20
340
15.11
48
620
27.56
21
350
15.56
49
630
28.00
22
360
16.00
50
640
28.44
23
370
16.44
51
650
28.89
24
380
16.89
52
660
29.33
25
390
17.33
53
670
29.78
26
400
17.78
54
680
30.22
27
410
18.22
55
690
30.67
28
420
18.67
56
700
31.11
EQUIPMENTS AVAILABLE AT ADANI POWER PLANT FIELD QUALITY ASSURANCE LABORATORY,MUNDRA Sr.No. 1 2 3 4
Name of the Equipment
Purpose
Fine IS sieve Set Gradation of Sand Coarse IS sieve Set Gradation of Aggregate Hot Air Oven Heating for Tests to Find OMC,MDD of Soil etc Le-chatelier Flask Determination of Soundness of Cement
Relevant IS Codes IS:2386(Part 1):1963 IS:2386(Part 1):1963 IS:2720(Part 7,8):1980 IS:4031(Part 3):1988
5
GI Tray Sized 600x450x50 mm Determine the Abrasion Value of Aggregate etc
IS:2386(Part 4):1963
6
GI Tray Sized 450x300x40 mm Determine the Abrasion Value of Aggregate etc
IS:2386(Part 4):1963
7 8 9 10 11 12 13
Spatula Tests to Find OMC,MDD of Soil etc Burette cap(100 ml,50 ml) Determination of the PH value Moisture Test Kit Determination of Moisture Content Aggregate Impact Tester Tests for Mechanical Properties of Aggregates UV Lamp For Ulta Violet Fluorescene Analysis Proctor Compaction Test Apparatus Tests to Find OMC,MDD of Soil etc Los Angeles Abrasion Testing Machine Determine the Abrasion Value of Aggregate
IS:2720(Part 7,8):1980 IS:456:2000 IS:2720(Part 7,8):1980 IS:2386(Part 4):1963 IS:2720(Part 7,8):1980 IS:2720(Part 7,8):1980 IS:2386(Part 4):1963
14
Concrete Cube Mould(50x50x50 mm) For concrete cube formation
IS:516:1959
15
Concrete Cube Mould(150x150x150 mm) For concrete cube formation
IS:516:1959
16
Compression Testing Machine Determination of compressive strength of concrete cube
17
Aggrregate Crushing Value Apparatus Determination of the Resistance of Aggregate under gradual load
18
Slump Test Equipment Determination of Workability of Concrete
IS:516:1959 IS:2386(Part 4):1963 IS:1199:1959
19 20 21 22
Rebound Hammer Determination of Uniformity & Likely Compressive Strength of Concrete IS:13311(Part 2):1992 Le-chatelier Apparatus Determination of Soundness of Cement Vicat Apparatus Determination of Consistency;Initial & Final Setting Times of Cement Electronic weigh Balance(LC=1gm) Weighing of Heavier Materials
23
Electronic weigh Balance(LC=0.1gm) Weighing of Lighter Materials
24
Water Test Apparatus Determination of the PH value
25
Microprocessor K.F. Moisture Titrator To check the moisture content
IS:4031(Part 3):1988 IS:4031(Part 4,5):1988 IS:2386(Part 1):1963 IS:2386(Part 1):1963 IS:456:2000 IS:2720(Part 7,8):1980
26
Sieve Shaker For Gradation of Fine & Coarse Aggregates
IS:2386(Part 1):1963
27
Thermometer Determination of Temperature of Concrete
IS:4031(Part 3):1988
CCS EXPECTED VALUES
Sr.No
1 2 3 4 5 6 7 8 9
O Group R D I N A R Y
Grade Designation
Expected Value Expected Value of of CCS at 7 CCS at 28 Days(N/mm2) Days(N/mm2)
M10
7.50
10.00
M15
11.25
15.00
M20
15.00
20.00
M25
18.75
25.00
D A R D
M30
22.50
30.00
M35
26.25
35.00
C O N C R E T E
M40
30.00
40.00
M45
33.75
45.00
M50
37.50
50.00
C O N C S R T E T A E N
CCS EXPECTED LOAD VALUES FOR 50 X 50 X 50 mm CUBES O R Group D I N A R Y
Grade of Concrete
Expected Load Value at 7 Days(kN)
Expected Load Value at 28 Days(kN)
M10
18.75
25.00
M15
28.13
37.50
M20
37.50
50.00
M25
46.88
62.50
M30
56.25
75.00
6
M35
65.63
87.50
7
M40
75.00
100.00
8
M45
84.38
112.50
9
M50
93.75
125.00
Sr.No
1 2
3 4 5
C O N C R E T E
CCS EXPECTED LOAD VALUES FOR 70.6 X 70.6 X 70.6 mm CUBES Sr.No
Group
W/P Ratio
1
GROUT
0.19
Expected Load Value at 7 Days(kN)
Expected Load Value at 28 Days(kN)
CCS REQUIRED LOAD VALUES FOR 150 X 150 X 150 mm CUBES Sr.No
1 2 3 4 5 6 7 8 9
Grade of Concrete
Required Load Value at 7 Days(kN)
Required Load Value at 28 Days(kN)
M10
169.00
225.00
M15
253.00
337.50
M20
338.00
450.00
T A N D A R D
M25
422.00
562.50
M30
506.00
675.00
M35
591.00
787.50
C O N C R E T E
M40
675.00
900.00
M45
759.00
1012.50
M50
844.00
1125.00
Group I N A R Y C O N C S R
Standard Deviation in N/mm2
3.50 3.50 4.00 4.00 5.00 5.00 5.00 5.00 5.00
CCS REQUIRED LOAD VALUES FOR 70.6 X 70.6 X 70.6 mm CUBES Sr.No
Grout Make
Name of Product
1
Sika India Pvt.Ltd
Sika grout 104
Required CCS Required CCS value at 7 value at 28 days(N/mm2) days(N/mm2)
W/P Ratio
0.16
35.00
50.00
2
BASF Construction Master flow 0.17 Chemicals 915 (India) Pvt.Ltd
35.00
50.00
3
Fosroc Conbextra Chemicals GPI (India) Pvt.Ltd
0.19
35.00
45.00
4
Fosroc Conbextra Chemicals GP2 (India) Pvt.Ltd
0.18
55.00
65.00
SR.NO LOAD(KN) CCS(N/mm2)
1
150
30.00
29
206
41.33
2
152
30.50
30
208
41.73
3
154
30.90
31
210
42.13
4
156
31.30
32
212
42.53
5
158
31.00
33
214
42.93
6
160
32.10
34
216
43.34
7
162
32.50
35
218
43.74
8
164
32.90
36
220
44.14
9
166
32.00
37
222
44.54
10
168
33.71
38
224
44.94
11
170
34.11
39
226
45.34
12
172
34.51
40
228
45.74
13
174
33.00
41
230
46.14
14
176
35.31
42
232
46.55
15
178
35.71
43
234
46.95
16
180
36.11
44
236
47.35
17
182
34.00
45
238
47.75
18
184
36.92
46
240
48.15
19
186
37.32
47
242
48.55
20
188
37.72
48
244
48.95
21
190
35.00
49
246
49.35
22
192
38.52
50
248
49.76
23
194
38.92
51
250
50.16
24
196
39.32
52
252
50.56
25
198
36.00
53
254
50.96
26
200
40.13
54
256
51.36
27
202
40.53
55
258
51.76
28
204
40.93
56
260
52.16
CCS in N/mm2 corresponding to Load applied in kN (150 mm x 150 mm x 150 mm Cubes) SR.NO LOAD(kN) CCS(N/mm2)
SR.NO LOAD(kN) CCS(N/mm2)
113
1270
56.44
141
1550
68.89
114
1280
56.89
142
1560
69.33
115
1290
57.33
143
1570
69.78
116
1300
57.78
144
1580
70.22
117
1310
58.22
145
1590
70.67
118
1320
58.67
146
1600
71.11
119
1330
59.11
147
1610
71.56
120
1340
59.56
148
1620
72.00
121
1350
60.00
149
1630
72.44
122
1360
60.44
150
1640
72.89
123
1370
60.89
151
1650
73.33
124
1380
61.33
152
1660
73.78
125
1390
61.78
153
1670
74.22
126
1400
62.22
154
1680
74.67
127
1410
62.67
155
1690
75.11
128
1420
63.11
156
1700
75.56
129
1430
63.56
157
1710
76.00
130
1440
64.00
158
1720
76.44
131
1450
64.44
159
1730
76.89
132
1460
64.89
160
1740
77.33
133
1470
65.33
161
1750
77.78
134
1480
65.78
162
1760
78.22
135
1490
66.22
163
1770
78.67
136
1500
66.67
164
1780
79.11
137
1510
67.11
165
1790
79.56
138
1520
67.56
166
1800
80.00
139
1530
68.00
167
1810
80.44
140
1540
68.44
168
1820
80.89
CCS in N/mm2 corresponding to Load applied in kN (150 mm x 150 mm x 150 mm Cubes) SR.NO LOAD(kN) CCS(N/mm2)
SR.NO LOAD(kN) CCS(N/mm2)
57
710
31.56
85
990
44.00
58
720
32.00
86
1000
44.44
59
730
32.44
87
1010
44.89
60
740
32.89
88
1020
45.33
61
750
33.33
89
1030
45.78
62
760
33.78
90
1040
46.22
63
770
34.22
91
1050
46.67
64
780
34.67
92
1060
47.11
65
790
35.11
93
1070
47.56
66
800
35.56
94
1080
48.00
67
810
36.00
95
1090
48.44
68
820
36.44
96
1100
48.89
69
830
36.89
97
1110
49.33
70
840
37.33
98
1120
49.78
71
850
37.78
99
1130
50.22
72
860
38.22
100
1140
50.67
73
870
38.67
101
1150
51.11
74
880
39.11
102
1160
51.56
75
890
39.56
103
1170
52.00
76
900
40.00
104
1180
52.44
77
910
40.44
105
1190
52.89
78
920
40.89
106
1200
53.33
79
930
41.33
107
1210
53.78
80
940
41.78
108
1220
54.22
81
950
42.22
109
1230
54.67
82
960
42.67
110
1240
55.11
83
970
43.11
111
1250
55.56
84
980
43.56
112
1260
56.00
CCS in N/mm2 corresponding to Load applied in kN (150 mm x 150 mm x 150 mm Cubes) SR.NO LOAD(kN) CCS(N/mm2)
SR.NO LOAD(kN) CCS(N/mm2)
1
150
6.67
29
430
19.11
2
160
7.11
30
440
19.56
3
170
7.56
31
450
20.00
4
180
8.00
32
460
20.44
5
190
8.44
33
470
20.89
6
200
8.89
34
480
21.33
7
210
9.33
35
490
21.78
8
220
9.78
36
500
22.22
9
230
10.22
37
510
22.67
10
240
10.67
38
520
23.11
11
250
11.11
39
530
23.56
12
260
11.56
40
540
24.00
13
270
12.00
41
550
24.44
14
280
12.44
42
560
24.89
15
290
12.89
43
570
25.33
16
300
13.33
44
580
25.78
17
310
13.78
45
590
26.22
18
320
14.22
46
600
26.67
19
330
14.67
47
610
27.11
20
340
15.11
48
620
27.56
21
350
15.56
49
630
28.00
22
360
16.00
50
640
28.44
23
370
16.44
51
650
28.89
24
380
16.89
52
660
29.33
25
390
17.33
53
670
29.78
26
400
17.78
54
680
30.22
27
410
18.22
55
690
30.67
28
420
18.67
56
700
31.11
EQUIPMENTS AVAILABLE AT ADANI POWER PLANT FIELD QUALITY ASSURANCE LABORATORY,MUNDRA Sr.No. 1 2 3 4
Name of the Equipment
Purpose
Fine IS sieve Set Gradation of Sand Coarse IS sieve Set Gradation of Aggregate Hot Air Oven Heating for Tests to Find OMC,MDD of Soil etc Le-chatelier Flask Determination of Soundness of Cement
Relevant IS Codes IS:2386(Part 1):1963 IS:2386(Part 1):1963 IS:2720(Part 7,8):1980 IS:4031(Part 3):1988
5
GI Tray Sized 600x450x50 mm Determine the Abrasion Value of Aggregate etc
IS:2386(Part 4):1963
6
GI Tray Sized 450x300x40 mm Determine the Abrasion Value of Aggregate etc
IS:2386(Part 4):1963
7 8 9 10 11 12 13
Spatula Tests to Find OMC,MDD of Soil etc Burette cap(100 ml,50 ml) Determination of the PH value Moisture Test Kit Determination of Moisture Content Aggregate Impact Tester Tests for Mechanical Properties of Aggregates UV Lamp For Ulta Violet Fluorescene Analysis Proctor Compaction Test Apparatus Tests to Find OMC,MDD of Soil etc Los Angeles Abrasion Testing Machine Determine the Abrasion Value of Aggregate
IS:2720(Part 7,8):1980 IS:456:2000 IS:2720(Part 7,8):1980 IS:2386(Part 4):1963 IS:2720(Part 7,8):1980 IS:2720(Part 7,8):1980 IS:2386(Part 4):1963
14
Concrete Cube Mould(50x50x50 mm) For concrete cube formation
IS:516:1959
15
Concrete Cube Mould(150x150x150 mm) For concrete cube formation
IS:516:1959
16
Compression Testing Machine Determination of compressive strength of concrete cube
17
Aggrregate Crushing Value Apparatus Determination of the Resistance of Aggregate under gradual load
18
Slump Test Equipment Determination of Workability of Concrete
IS:516:1959 IS:2386(Part 4):1963 IS:1199:1959
19 20 21 22
Rebound Hammer Determination of Uniformity & Likely Compressive Strength of Concrete IS:13311(Part 2):1992 Le-chatelier Apparatus Determination of Soundness of Cement Vicat Apparatus Determination of Consistency;Initial & Final Setting Times of Cement Electronic weigh Balance(LC=1gm) Weighing of Heavier Materials
23
Electronic weigh Balance(LC=0.1gm) Weighing of Lighter Materials
24
Water Test Apparatus Determination of the PH value
25
Microprocessor K.F. Moisture Titrator To check the moisture content
IS:4031(Part 3):1988 IS:4031(Part 4,5):1988 IS:2386(Part 1):1963 IS:2386(Part 1):1963 IS:456:2000 IS:2720(Part 7,8):1980
26
Sieve Shaker For Gradation of Fine & Coarse Aggregates
IS:2386(Part 1):1963
27
Thermometer Determination of Temperature of Concrete
IS:4031(Part 3):1988
CCS EXPECTED VALUES
Sr.No
1 2 3 4 5 6 7 8 9
O Group R D I N A R Y
Grade Designation
Expected Value Expected Value of of CCS at 7 CCS at 28 Days(N/mm2) Days(N/mm2)
M10
7.50
10.00
M15
11.25
15.00
M20
15.00
20.00
M25
18.75
25.00
D A R D
M30
22.50
30.00
M35
26.25
35.00
C O N C R E T E
M40
30.00
40.00
M45
33.75
45.00
M50
37.50
50.00
C O N C S R T E T A E N
CCS EXPECTED LOAD VALUES FOR 50 X 50 X 50 mm CUBES O R Group D I N A R Y
Grade of Concrete
Expected Load Value at 7 Days(kN)
Expected Load Value at 28 Days(kN)
M10
18.75
25.00
M15
28.13
37.50
M20
37.50
50.00
M25
46.88
62.50
M30
56.25
75.00
6
M35
65.63
87.50
7
M40
75.00
100.00
8
M45
84.38
112.50
9
M50
93.75
125.00
Sr.No
1 2
3 4 5
C O N C R E T E
CCS EXPECTED LOAD VALUES FOR 70.6 X 70.6 X 70.6 mm CUBES Sr.No
Group
W/P Ratio
1
GROUT
0.19
Expected Load Value at 7 Days(kN)
Expected Load Value at 28 Days(kN)
CCS REQUIRED LOAD VALUES FOR 150 X 150 X 150 mm CUBES Sr.No
1 2 3 4 5 6 7 8 9
Grade of Concrete
Required Load Value at 7 Days(kN)
Required Load Value at 28 Days(kN)
M10
169.00
225.00
M15
253.00
337.50
M20
338.00
450.00
T A N D A R D
M25
422.00
562.50
M30
506.00
675.00
M35
591.00
787.50
C O N C R E T E
M40
675.00
900.00
M45
759.00
1012.50
M50
844.00
1125.00
Group I N A R Y C O N C S R
Standard Deviation in N/mm2
3.50 3.50 4.00 4.00 5.00 5.00 5.00 5.00 5.00
CCS REQUIRED LOAD VALUES FOR 70.6 X 70.6 X 70.6 mm CUBES Sr.No
Grout Make
Name of Product
1
Sika India Pvt.Ltd
Sika grout 104
Required CCS Required CCS value at 7 value at 28 days(N/mm2) days(N/mm2)
W/P Ratio
0.16
35.00
50.00
2
BASF Construction Master flow 0.17 Chemicals 915 (India) Pvt.Ltd
35.00
50.00
3
Fosroc Conbextra Chemicals GPI (India) Pvt.Ltd
0.19
35.00
45.00
4
Fosroc Conbextra Chemicals GP2 (India) Pvt.Ltd
0.18
55.00
65.00
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