PROJECT:V I T

TITLE : CUBE REGISTER

CUBE TEST REGISTER

7 DAYS TEST REPORT ID 28 DAYS TEST SIGNATURE
DATE OF REPORT ID & DATE OF AVG (7 & WT. OF DATE OF AVG (28
S.NO CASTING GRADE LOCATION IDENTIFICATION TESTING DAYS) IDENTIFICAT CUBE (KG) TESTING DAYS) RMC
LOAD STRENGTH ION LOAD STRENGTH DISCOY PMC

1 8.58 710 31.55

30.81
1 8.12.2023 M 35 Raft 7 & 8 2 8.51 19.12.2023 710 31.55 Hella Inframarket
3 8.29 660 29.33 88%
1 8.38 940 41.78
40.89
2 20.11.2023 M 35 Pile 2 2 8.47 19.12.2023 960 41.33 Hella Inframarket
3 8.4 890 39.55 117%

10

12

13
 7 DAYS TEST REPORT ID 28 DAYS TEST SIGNATURE
DATE OF REPORT ID & DATE OF AVG (7 & WT. OF DATE OF AVG (28
S.NO CASTING GRADE LOCATION IDENTIFICATION TESTING DAYS) IDENTIFICAT CUBE (KG) TESTING DAYS) RMC
LOAD STRENGTH ION LOAD STRENGTH DISCOY PMC
 CUBE TEST REGISTER
REPORT 7 DAYS TEST
WT. OF
DATE OF LOCATIO ID & DATE OF
S.NO GRADE CUBE STRENGT
CASTING N IDENTIFIC TESTING LOAD
(KG) H
ATION
1 8.34 390 17.33
Column
1 25.08.22 M 25 2 8.21 02.09.22 420 18.66
footing
3 8.15 430 19.11
Column 49 8.15 370 16.44
2 10.09.22 M 25 stepped 50 8.05 17.09.22 380 16.88
footing 51 7.95 330 14.66
Lift wall
Raft 77 8.2 420 18.66
3 15.09.22 M 25 concrete, 78 8.32 22.09.22 420 18.66
CF3 (24 - 79 8.15 420 18.66
G)
Retaining 97 8.36 610 27.11
4 21.09.22 M 25 wall Raft 98 8.41 28.09.22 720 32
west side
(1st half) 99 8.29 620 27.55
Retaining 107 8.38 560 24.88
wall Raft
5 22.09.22 M 25 108 8.45 29.09.22 580 25.77
west side
(1st Raft) 109 8.44 590 26.22
Retaining
wall 206 8.27 500 22.22
6 07.10.22 M 30 concrete 207 8.35 14.10.22 500 22.22
west side 208 8.48 470 20.88
(2nd lift)
Lift wall 212 8.38 380 16.88
raft
7 07.10.22 M 25 213 8.44 14.10.22 380 16.88
concrete
(LW2) 214 8.32 380 16.88
footing
concrete - 227 8.31 500 22.22
8 10.10.22 M 25 4nos 228 8.41 17.10.22 530 23.55
F14(18-K), 229 8.45 470 20.88
column:
F12(15-
C3(19,n), 236 8.38 480 21.33
C4(19,n);
9 11.10.22 M 30 237 8.35 18.10.22 510 22.66
petestal
C8(19,L),C 238 8.37 500 22.22
9(15,H1)
south 245 8.3 510 22.66
retaining
10 12.10.22 M 30 246 8.14 19.10.22 510 22.66
wall 1st
rise 247 8.47 500 22.22
south 248 8.39 520 23.11
11 12.10.22 M 30 retaining 249 8.39 20.10.22. 610 27.11
wall 1st
rise 250 8.42 640 28.44
Lift wall 260 8.47 470 20.88
12 13.10.22 M 30 concrete 261 8.5 20.10.22 480 21.33
(Lw2) 262 8.5 580 25.77
North
side 272 8.46 500 22.22
13 15.10.22 M 25 retaining 273 8.31 22.10.22 600 26.66
wall 274 8.49 610 27.11
ncrte;
concrete
{F7(11,m) 284 8.49 710 31.55
,F6(10,m),
14 15.10.22 M 25 285 8.53 22.10.22 500 22.22
F10(11,l),
14 15.10.22 M 25 22.10.22
F10(11,l),
F2(5,n),F6 286 8.53 690 30.66
footing
(7,n),F18(
{F5 335 8.49 380 16.88
15 18.10.22 M 25 (8,F),F8(8, 336 8.34 26.10.22 430 19.11
E),F5(10, 337 8.53 480 21.33
N),F6(8,N)
UBE TEST REGISTER
REPORT 28 DAYS TEST SIGNATURE
WT. OF
AVG (7 ID & DATE OF AVG (28
CUBE STRENGT DAYS) RMC
DAYS) IDENTIFIC TESTING LOAD DISCOY PMC
(KG) H
ATION
7 7.86 820 36.44
18.37 34.37
8 7.68 22.09.22 790 35.11 SCC
73% 9 7.85 710 31.55 137%
52 8.38 600 26.66
15.99 30.96
53 8.39 09.10.22 690 30.66 SCC
64% 54 8.3 800 35.55 124%
73 8.2 580 25.77
18.66 26.81
74 8.32 620 27.55 SCC
13.10.22
75% 75 8.15 610 27.11 107%
100 8.35 900 40
28.89 39.70
101 8.29 20.10.22 930 41.33 SCC
116% 102 8.23 850 37.77 159%
103 8.35 830 36.88
25.62 35.70
104 8.22 21.10.22 800 35.55 SCC
102% 105 8.39 780 34.66 143%

21.77 0.00
SCC
73% 0%

16.88 0.00
SCC
68% 0%

22.22 0.00
SCC
89% 0%

22.07 0.00
SCC
74% 0%

22.51 0.00
SCC
75% 0%

26.22 0.00
SCC
87% 0%

22.66 0.00
SCC
76% 0%

25.33 0.00
SCC
101% 0%

28.14 0.00
SCC
 SCC
113% 0%

19.11 0.00
SSC
76% 0%