testing results and excel graph_28!10!2013
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CONCRETE MIX PROPORTION (BY WEIGHT)
SR.NO. CONCRETE MIX
1 A0 197.00 394.00 708.512 A1 197.00 394.00 708.513 A2 197.00 394.00 708.514 A3 197.00 394.00 708.515 A4 197.00 394.00 708.516 A5 197.00 394.00 708.51
7 B0 197.00 394.00 708.518 B1 197.00 394.00 708.519 B2 197.00 394.00 708.5110 B3 197.00 394.00 708.5111 B4 197.00 394.00 708.5112 B5 197.00 394.00 708.51
CONCRETE MIX PROPORTION (BY VOLUME)
SR.NO. CONCRETE MIX WATER CEMENT
1 A0 0.50 1.00 1.792 A1 0.50 1.00 1.793 A2 0.50 1.00 1.794 A3 0.50 1.00 1.795 A4 0.50 1.00 1.796 A5 0.50 1.00 1.79
7 B0 0.50 1.00 1.798 B1 0.50 1.00 1.799 B2 0.50 1.00 1.7910 B3 0.50 1.00 1.7911 B4 0.50 1.00 1.7912 B5 0.50 1.00 1.79
WATER(Lit.)
CEMENT(Kg)
FINE AGGREGATE (SAND) (Kg)
FINE AGGREGATE
(SAND)
CONCRETE MIX PROPORTION (BY WEIGHT)
DESIGNATION
1206.43 0.00 A01085.79 120.64 A1965.14 241.29 A2844.50 361.93 A3723.86 482.57 A4603.22 603.22 A5
723.85 0.00 B0651.47 72.38 B1579.08 144.77 B2506.70 217.15 B3434.31 289.54 B4361.93 361.93 B5
CONCRETE MIX PROPORTION (BY VOLUME)
STONE CHIPS
3.06 0.002.75 0.312.45 0.612.14 0.921.84 1.221.53 1.53
3.06 0.002.75 0.312.45 0.612.14 0.921.84 1.221.53 1.53
COARSE AGGREGATE
(Kg)
STONE CHIPS(Kg)
COARSE AGGREGATE
DESIGNATION
0% REPLCACEMENT OF BASALTIC COARSE AAGGREGATE WITH STONE CHIPS IN O.P.C-53 GRADE10% REPLCACEMENT OF BASALTIC COARSE AAGGREGATE WITH STONE CHIPS IN O.P.C-53 GRADE20% REPLCACEMENT OF BASALTIC COARSE AAGGREGATE WITH STONE CHIPS IN O.P.C-53 GRADE30% REPLCACEMENT OF BASALTIC COARSE AAGGREGATE WITH STONE CHIPS IN O.P.C-53 GRADE40% REPLCACEMENT OF BASALTIC COARSE AAGGREGATE WITH STONE CHIPS IN O.P.C-53 GRADE50% REPLCACEMENT OF BASALTIC COARSE AAGGREGATE WITH STONE CHIPS IN O.P.C-53 GRADE
0% REPLCACEMENT OF BASALTIC COARSE AAGGREGATE WITH STONE CHIPS IN P.P.C-53 GRADE10% REPLCACEMENT OF BASALTIC COARSE AAGGREGATE WITH STONE CHIPS IN P.P.C-53 GRADE20% REPLCACEMENT OF BASALTIC COARSE AAGGREGATE WITH STONE CHIPS IN P.P.C-53 GRADE30% REPLCACEMENT OF BASALTIC COARSE AAGGREGATE WITH STONE CHIPS IN P.P.C-53 GRADE40% REPLCACEMENT OF BASALTIC COARSE AAGGREGATE WITH STONE CHIPS IN P.P.C-53 GRADE50% REPLCACEMENT OF BASALTIC COARSE AAGGREGATE WITH STONE CHIPS IN P.P.C-53 GRADE
APPENDIX-B COST OF CONCRETE or ECONOMIC FEASABILITYMATERIALS ( Kg)
CEMENT GRIT
1 394.00 708.51 723.85 482.57
2 394.00 708.51 651.47 434.31
3 394.00 708.51 579.08 386.06
4 394.00 708.51 506.70 337.80
5 394.00 708.51 434.31 289.54
6 394.00 708.51 361.93 241.29
MATERIALS (Kg)
CEMENT GRIT
7 394.00 708.51 723.85 482.57
8 394.00 708.51 651.47 434.31
9 394.00 708.51 579.08 386.06
10 394.00 708.51 506.70 337.80
11 394.00 708.51 434.31 289.54
12 394.00 708.51 361.93 241.29
SR.NO.
CONCRETEMIX
FINE AGGREGATE
(SAND)
COARSE AGGREGATE
A0(0%)
A1(10%)
A2(20%)
A3(30%)
A4(40%)
A5(50%)
SR.NO.
TYPES OF CONCRETE
MIX
FINE AGGREGATE
(SAND)
COARSE AGGREGATE
B0(0%)
B1(10%)
B2(20%)
B3(30%)
B4(40%)
B5(50%)
3415.68
3361.39
3307.10
3252.81
3198.52
3144.23
CONCRETEMIX
COST OF CONCRETE
(O.P.C)(Rs./ m3)
CONCRETEMIX
A0(0%)
B0(0%)
A1(10%)
B1(10%)
A2(20%)
B2(20%)
A3(30%)
B3(30%)
A4(40%)
B4(40%)
A5(50%)
B5(50%)
A0(0%)
A1(10%)
A2(20%)
A3(30%)
A4(40%)
A5(50%)
3000.00
3050.00
3100.00
3150.00
3200.00
3250.00
3300.00
3350.00
3400.00
3450.00 3415.68
3361.39
3307.10
3252.81
3198.52
3144.23
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C V/S COST OF CONCRETE WITH O.P.C (Rs./
m3)
COST OF CONCRETE (O.P.C)(Rs./ m3)
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C
CO
ST
OF
CO
NC
RE
TE
WIT
H O
.P.C
(R
s./ m
3)
A0(0%)
A1(10%)
A2(20%)
A3(30%)
A4(40%)
A5(50%)
3000.00
3050.00
3100.00
3150.00
3200.00
3250.00
3300.00
3350.00
3400.00
3450.00 3415.68
3361.39
3307.10
3252.81
3198.52
3144.23
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C V/S COST OF CONCRETE WITH O.P.C (Rs./
m3)
COST OF CONCRETE (O.P.C)(Rs./ m3)
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C
CO
ST
OF
CO
NC
RE
TE
WIT
H O
.P.C
(R
s./ m
3)
B0(0%)
B1(10%)
B2(20%)
B3(30%)
B4(40%)
B5(50%)
2900.00
2950.00
3000.00
3050.00
3100.00
3150.00
3200.00
3250.00
3300.00
3350.003336.88
3282.59
3228.30
3174.01
3119.72
3065.43
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C V/S COST OF CONCRETE WITH O.P.C
(Rs./ m3)
COST OF CONCRETE (O.P.C)(Rs./ m3)
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C
CO
ST
OF
CO
NC
RE
TE
WIT
H P
.P.C
(R
s./ m
3)
APPENDIX-B COST OF CONCRETE or ECONOMIC FEASABILITYMATERIALS ( Kg) COST (Rs/kg)
CEMENT GRIT
0.00 0.00 5.60 0.60 0.65 0.65
72.38 48.26 5.60 0.60 0.65 0.65
144.77 96.51 5.60 0.60 0.65 0.65
217.15 144.77 5.60 0.60 0.65 0.65
289.54 193.03 5.60 0.60 0.65 0.65
361.93 241.29 5.60 0.60 0.65 0.65
MATERIALS (Kg) COST (Rs.)
CEMENT GRIT
0.00 0.00 5.40 0.60 0.65 0.65
72.38 48.26 5.40 0.60 0.65 0.65
144.77 96.51 5.40 0.60 0.65 0.65
217.15 144.77 5.40 0.60 0.65 0.65
289.54 193.03 5.40 0.60 0.65 0.65
361.93 241.29 5.40 0.60 0.65 0.65
STONE CHIPS COARSE
AGGREGATE
STONE CHIPS GRIT
FINE AGGREGATE
(SAND)
COARSE AGGREGATE
STONE CHIPS STONE GRIT
FINE AGGREGATE
(SAND)
COARSE AGGREGATE
Replacement
3336.88 0% 3415.68 3336.88
3282.59 10% 3361.39 3282.59
3228.30 20% 3307.10 3228.30
3174.01 30% 3252.81 3174.01
3119.72 40% 3198.52 3119.72
3065.43 50% 3144.23 3065.43
COST OF CONCRETE
(O.P.C)(Rs./ m3)
COST OF CONCRETE
(O.P.C)(Rs./ m3)
COST OF CONCRETE
(P.P.C)(Rs./ m3)
A0(0%)
A1(10%)
A2(20%)
A3(30%)
A4(40%)
A5(50%)
3000.00
3050.00
3100.00
3150.00
3200.00
3250.00
3300.00
3350.00
3400.00
3450.00 3415.68
3361.39
3307.10
3252.81
3198.52
3144.23
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C V/S COST OF CONCRETE WITH O.P.C (Rs./
m3)
COST OF CONCRETE (O.P.C)(Rs./ m3)
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C
CO
ST
OF
CO
NC
RE
TE
WIT
H O
.P.C
(R
s./ m
3)
A0(0%)
A1(10%)
A2(20%)
A3(30%)
A4(40%)
A5(50%)
3000.00
3050.00
3100.00
3150.00
3200.00
3250.00
3300.00
3350.00
3400.00
3450.00 3415.68
3361.39
3307.10
3252.81
3198.52
3144.23
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C V/S COST OF CONCRETE WITH O.P.C (Rs./
m3)
COST OF CONCRETE (O.P.C)(Rs./ m3)
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C
CO
ST
OF
CO
NC
RE
TE
WIT
H O
.P.C
(R
s./ m
3)
0% 10% 20% 30% 40% 50%2800.00
2900.00
3000.00
3100.00
3200.00
3300.00
3400.00
3500.00 3415
.68
3361
.39
3307
.10
3252
.81
3198
.52
3144
.23
3336
.88
3282
.59
3228
.30
3174
.01
3119
.72
3065
.43
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX V/S
COST OF CONCRETE (O.P.C)(Rs./ m3)
COST OF CONCRETE (P.P.C)(Rs./ m3)
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE
Cos
t io
f co
ncr
ete
in r
s
B0(0%)
B1(10%)
B2(20%)
B3(30%)
B4(40%)
B5(50%)
2900.00
2950.00
3000.00
3050.00
3100.00
3150.00
3200.00
3250.00
3300.00
3350.003336.88
3282.59
3228.30
3174.01
3119.72
3065.43
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C V/S COST OF CONCRETE WITH O.P.C
(Rs./ m3)
COST OF CONCRETE (O.P.C)(Rs./ m3)
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C
CO
ST
OF
CO
NC
RE
TE
WIT
H P
.P.C
(R
s./ m
3)
APPENDIX-B COST OF CONCRETE or ECONOMIC FEASABILITYCOST (Rs/kg)
0.20 0.20 3415.68
0.20 0.20 3361.39
0.20 0.20 3307.10
0.20 0.20 3252.81
0.20 0.20 3198.52
0.20 0.20 3144.23
COST (Rs.)
0.20 0.20 3336.88
0.20 0.20 3282.59
0.20 0.20 3228.30
0.20 0.20 3174.01
0.20 0.20 3119.72
0.20 0.20 3065.43
COST OF CONCRETE (O.P.C)
(Rs./ m3)
STONE CHIPS COARSE
AGGREGATE
STONE CHIPSGRIT
COST OF CONCRETE (P.P.C)
(Rs./ m3)STONE CHIPS STONE GRIT
0% 10% 20% 30% 40% 50%2800.00
2900.00
3000.00
3100.00
3200.00
3300.00
3400.00
3500.00 3415
.68
3361
.39
3307
.10
3252
.81
3198
.52
3144
.23
3336
.88
3282
.59
3228
.30
3174
.01
3119
.72
3065
.43
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX V/S
COST OF CONCRETE (O.P.C)(Rs./ m3)
COST OF CONCRETE (P.P.C)(Rs./ m3)
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE
Cos
t io
f co
ncr
ete
in r
s
COMPACTION FACTOR TEST FOR FRESH CONCRETE
SR.NO.
1 13.12 26.58 28.53
2 13.12 26.85 28.95
3 13.12 26.96 29.12
4 13.12 26.88 29.16
5 13.12 27.41 29.59
6 13.12 26.77 28.78
SR.NO.
7 13.12 25.98 27.66
8 13.12 26.44 28.24
9 13.12 26.53 28.47
10 13.1226.25 28.26
11 13.1226.34 28.18
12 13.1226.86 28.72
CONCRETE MIX
EMPTY JAR
WEIGHT W1 Kg
EMPTY JAR+ CONCRETE
FROM APPARTUS
W2 (Kg)
JAR WITH COMPACTION
W3 (Kg)
A0(0%)
A1(10%)
A2(20%)
A3(30%)
A4(40%)
A5(50%)
CONCRETE MIX
EMPTY JAR
WEIGHT W1 Kg
EMPTY JAR+ CONCRETE
FROM APPARTUS
W2 (Kg)
JAR WITH COMPACTION
W3 (Kg)
B0(0%)
B1(10%)
B2(20%)
B3(30%)
B4(40%)
B5(50%)
A0(0%)
A1(10%)
A2(20%)
A3(30%)
A4(40%)
A5(50%)
0.850
0.855
0.860
0.865
0.870
0.875 0.873
0.8670.865
0.858
0.868
0.872% REPLACEMENT OF B.C.A WITH IN CONCRETE MIX
WITH O.P.C V/S COMPACTION FATOR OF CONCRETE MIX WITH O.P.C
COMPACTION FACTOR (O.P.C)
%REPLACEMENT OF B.C.A WITH IN CONCRETE MIX WITH O.P.C
CO
MP
AC
TIO
N F
AC
TO
R O
F
CO
NC
RE
TR
E M
IX W
ITH
O.P
.C
A0(0%)
A1(10%)
A2(20%)
A3(30%)
A4(40%)
A5(50%)
0.850
0.855
0.860
0.865
0.870
0.875 0.873
0.8670.865
0.858
0.868
0.872% REPLACEMENT OF B.C.A WITH IN CONCRETE MIX
WITH O.P.C V/S COMPACTION FATOR OF CONCRETE MIX WITH O.P.C
COMPACTION FACTOR (O.P.C)
%REPLACEMENT OF B.C.A WITH IN CONCRETE MIX WITH O.P.C
CO
MP
AC
TIO
N F
AC
TO
R O
F
CO
NC
RE
TR
E M
IX W
ITH
O.P
.C
COMPACTION FACTOR TEST FOR FRESH CONCRETE
(W2-W1) /(W3-W1) COMPACTION FACTOR (O.P.C)
0.873 0.873
0.867 0.867
0.865 0.865
0.858 0.858
0.868 0.868
0.872 0.872
(W2-W1) /(W3-W1)
0.884 0.884
0.881 0.881
0.874 0.874
0.867 0.867
0.878 0.878
0.881 0.881
COMPACTION FACTOR (P.P.C)
A0(0%)
A1(10%)
A2(20%)
A3(30%)
A4(40%)
A5(50%)
0.850
0.855
0.860
0.865
0.870
0.875 0.873
0.8670.865
0.858
0.868
0.872% REPLACEMENT OF B.C.A WITH IN CONCRETE MIX
WITH O.P.C V/S COMPACTION FATOR OF CONCRETE MIX WITH O.P.C
COMPACTION FACTOR (O.P.C)
%REPLACEMENT OF B.C.A WITH IN CONCRETE MIX WITH O.P.C
CO
MP
AC
TIO
N F
AC
TO
R O
F
CO
NC
RE
TR
E M
IX W
ITH
O.P
.C
B0(0%)
B1(10%)
B2(20%)
B3(30%)
B4(40%)
B5(50%)
0.855
0.860
0.865
0.870
0.875
0.880
0.8850.884
0.881
0.874
0.867
0.878
0.881% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE
MIX WITH P.P.C V/S COMPACTION FATOR OF CONCRETE MIX WITH P.P.C
COMPACTION FACTOR (P.P.C)
%REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH P.P.C
CO
MP
AC
TIO
N F
AC
TO
R O
F
CO
NC
RE
TR
E M
IX W
ITH
P.P
.C
A0(0%)
A1(10%)
A2(20%)
A3(30%)
A4(40%)
A5(50%)
0.850
0.855
0.860
0.865
0.870
0.875 0.873
0.8670.865
0.858
0.868
0.872% REPLACEMENT OF B.C.A WITH IN CONCRETE MIX
WITH O.P.C V/S COMPACTION FATOR OF CONCRETE MIX WITH O.P.C
COMPACTION FACTOR (O.P.C)
%REPLACEMENT OF B.C.A WITH IN CONCRETE MIX WITH O.P.C
CO
MP
AC
TIO
N F
AC
TO
R O
F
CO
NC
RE
TR
E M
IX W
ITH
O.P
.C
B0(0%)
B1(10%)
B2(20%)
B3(30%)
B4(40%)
B5(50%)
0.855
0.860
0.865
0.870
0.875
0.880
0.8850.884
0.881
0.874
0.867
0.878
0.881% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE
MIX WITH P.P.C V/S COMPACTION FATOR OF CONCRETE MIX WITH P.P.C
COMPACTION FACTOR (P.P.C)
%REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH P.P.C
CO
MP
AC
TIO
N F
AC
TO
R O
F
CO
NC
RE
TR
E M
IX W
ITH
P.P
.C
B0(0%)
B1(10%)
B2(20%)
B3(30%)
B4(40%)
B5(50%)
0.855
0.860
0.865
0.870
0.875
0.880
0.8850.884
0.881
0.874
0.867
0.878
0.881% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE
MIX WITH P.P.C V/S COMPACTION FATOR OF CONCRETE MIX WITH P.P.C
COMPACTION FACTOR (P.P.C)
%REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH P.P.C
CO
MP
AC
TIO
N F
AC
TO
R O
F
CO
NC
RE
TR
E M
IX W
ITH
P.P
.C
B0(0%)
B1(10%)
B2(20%)
B3(30%)
B4(40%)
B5(50%)
0.855
0.860
0.865
0.870
0.875
0.880
0.8850.884
0.881
0.874
0.867
0.878
0.881% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE
MIX WITH P.P.C V/S COMPACTION FATOR OF CONCRETE MIX WITH P.P.C
COMPACTION FACTOR (P.P.C)
%REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH P.P.C
CO
MP
AC
TIO
N F
AC
TO
R O
F
CO
NC
RE
TR
E M
IX W
ITH
P.P
.C
COMPRESSION TEST CUBE (150X150X150)
7 DAYS
A0
1 35 350000
2 36 360000
3 35 350000
A1
1 48 480000
2 47 470000
3 50 500000
A2
1 51 510000
2 49 490000
3 52 520000
A3
1 56 560000
2 55 550000
3 53 530000
A4
1 52 520000
TYPES OF CONCRETE
MIX
NUMBER OF SPECIMEN
PRESSURE (TONNES)
PRESSURE(N)
A4 2 53 530000
3 52 520000
A51 49 4900002 51 5100003 52 520000
B01 33 3300002 32 3200003 33 330000
B11 44 4400002 43 4300003 43 430000
B21 46 4600002 48 4800003 49 490000
B31 51 5100002 53 5300003 53 530000
B41 48 4800002 50 5000003 51 510000
B51 49 4900002 47 4700003 48 480000
A0(0%)
A1(10%)
A2(20%)
A3(30%)
A4(40%)
A5(50%)
0.00
5.00
10.00
15.00
20.00
25.00
30.00
35.00
7 DAYS14 DAYS
28 DAYS
15.7
0 21.4
8
22.5
2
24.3
0
23.2
6
22.5
2
17.9
3 22.3
7
24.1
5
25.6
3
23.8
5
23.2
6
28.7
4
29.9
3
30.3
7
33.6
3
30.0
7
29.0
4
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C V/S COMPRESSIVE STRENGTH OF CONCRETRE WITH O.P.C AT 7,14, 28 DAYS (N/mm2)
7 DAYS14 DAYS28 DAYS
% REPLACEMENT B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C
CO
MP
RE
SS
IVE
ST
RE
NG
TH
OF
CO
N-
CR
ET
RE
WIT
H O
.P.C
AT
7,1
4, 2
8 D
AY
S
(N/m
m2)
B0(0%)
B1(10%)
B2(20%)
B3(30%)
B4(40%)
B5(50%)
0.00
5.00
10.00
15.00
20.00
25.00
30.00
35.00
7 DAYS
14 DAYS
28 DAYS
14.52
19.2621.19
23.5622.22 21.3316.59
21.0423.26 24.30
22.22 22.67
27.56 28.59 29.04
32.30
29.04 28.30
% REPLACEMENT OF BASALTIC COARSE AGGREGATE WITH STONE CHIPS COARSE AGGREGATE IN CONCRETE MIX WITH P.P.C V/S COMPRESSIVE STRENGTH OF CONCRETRE WITH P.P.C AT 7,14, 28
DAYS (N/mm2)
7 DAYS14 DAYS28 DAYS
% REPLACEMENT OF BASALTIC COARSE AGGREGATE WITH STONE CHIPS COARSE AGGREGATE IN CONCRETE MIX WITH P.P.C
CO
MP
RE
SS
IVE
ST
RE
NG
TH
OF
CO
NC
RE
TR
E W
ITH
P
.P.C
AT
7,1
4, 2
8 D
AY
S (
N/m
m2)
A0(0%)
A1(10%)
A2(20%)
A3(30%)
A4(40%)
A5(50%)
0.00
5.00
10.00
15.00
20.00
25.00
30.00
35.00
7 DAYS14 DAYS
28 DAYS
15.7
0 21.4
8
22.5
2
24.3
0
23.2
6
22.5
2
17.9
3 22.3
7
24.1
5
25.6
3
23.8
5
23.2
6
28.7
4
29.9
3
30.3
7
33.6
3
30.0
7
29.0
4
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C V/S COMPRESSIVE STRENGTH OF CONCRETRE WITH O.P.C AT 7,14, 28 DAYS (N/mm2)
7 DAYS14 DAYS28 DAYS
% REPLACEMENT B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C
CO
MP
RE
SS
IVE
ST
RE
NG
TH
OF
CO
N-
CR
ET
RE
WIT
H O
.P.C
AT
7,1
4, 2
8 D
AY
S
(N/m
m2)
B0(0%)
B1(10%)
B2(20%)
B3(30%)
B4(40%)
B5(50%)
0.00
5.00
10.00
15.00
20.00
25.00
30.00
35.00
7 DAYS
14 DAYS
28 DAYS
14.52
19.2621.19
23.5622.22 21.3316.59
21.0423.26 24.30
22.22 22.67
27.56 28.59 29.04
32.30
29.04 28.30
% REPLACEMENT OF BASALTIC COARSE AGGREGATE WITH STONE CHIPS COARSE AGGREGATE IN CONCRETE MIX WITH P.P.C V/S COMPRESSIVE STRENGTH OF CONCRETRE WITH P.P.C AT 7,14, 28
DAYS (N/mm2)
7 DAYS14 DAYS28 DAYS
% REPLACEMENT OF BASALTIC COARSE AGGREGATE WITH STONE CHIPS COARSE AGGREGATE IN CONCRETE MIX WITH P.P.C
CO
MP
RE
SS
IVE
ST
RE
NG
TH
OF
CO
NC
RE
TR
E W
ITH
P
.P.C
AT
7,1
4, 2
8 D
AY
S (
N/m
m2)
COMPRESSION TEST CUBE (150X150X150) COMPRESSIVE STRENGTH TEST FOR CUBE (150X150X150)
7 DAYS 14 DAYS
15.56
15.70 A0
1
16.00 2
15.56 3
21.33
21.48 A1
1
20.89 2
22.22 3
22.67
22.52 A2
1
21.78 2
23.11 3
24.89
24.30 A3
1
24.44 2
23.56 3
23.11
23.26 A4
1
WEIGHT (N/mm2)
AVERAGE COMPRESSIVE
STRENGTH (N/mm2)
TYPES OF CONCRETE
MIX
NUMBER OF SPECIMEN
23.56 23.26 A4 2
23.11 3
21.7822.52 A5
122.67 223.11 3
14.6714.52 B0
114.22 214.67 319.56
19.26 B11
19.11 219.11 320.44
21.19 B21
21.33 221.78 322.67
23.26 B31
23.56 223.56 321.33
22.07 B41
22.22 222.67 321.78
21.33 B51
20.89 221.33 3
A0(0%)
A1(10%)
A2(20%)
A3(30%)
A4(40%)
A5(50%)
0.00
5.00
10.00
15.00
20.00
25.00
30.00
35.00
7 DAYS14 DAYS
28 DAYS
15.7
0 21.4
8
22.5
2
24.3
0
23.2
6
22.5
2
17.9
3 22.3
7
24.1
5
25.6
3
23.8
5
23.2
6
28.7
4
29.9
3
30.3
7
33.6
3
30.0
7
29.0
4
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C V/S COMPRESSIVE STRENGTH OF CONCRETRE WITH O.P.C AT 7,14, 28 DAYS (N/mm2)
7 DAYS14 DAYS28 DAYS
% REPLACEMENT B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C
CO
MP
RE
SS
IVE
ST
RE
NG
TH
OF
CO
N-
CR
ET
RE
WIT
H O
.P.C
AT
7,1
4, 2
8 D
AY
S
(N/m
m2)
B0(0%)
B1(10%)
B2(20%)
B3(30%)
B4(40%)
B5(50%)
0.00
5.00
10.00
15.00
20.00
25.00
30.00
35.00
7 DAYS
14 DAYS
28 DAYS
14.5
2
19.2
6
21.1
9
23.5
6
22.2
2
21.3
3
16.5
9 21.0
4
23.2
6
24.3
0
22.2
2
22.6
7
27.5
6
28.5
9
29.0
4
32.3
0
29.0
4
28.3
0
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C V/S COMPRESSIVE STRENGTH OF CONCRETRE WITH O.P.C AT 7,14, 28 DAYS (N/mm2)
7 DAYS
14 DAYS
28 DAYS
% REPLACEMENT B.C.A WITH S.C.A IN CONCRETE MIX WITH P.P.C
CO
MP
RE
SS
IVE
ST
RE
NG
TH
OF
C
ON
CR
ET
RE
WIT
H P
.P.C
AT
7,1
4, 2
8 D
AY
S (
N/m
m2)
B0(0%)
B1(10%)
B2(20%)
B3(30%)
B4(40%)
B5(50%)
0.00
5.00
10.00
15.00
20.00
25.00
30.00
35.00
7 DAYS
14 DAYS
28 DAYS
14.52
19.2621.19
23.5622.22 21.3316.59
21.0423.26 24.30
22.22 22.67
27.56 28.59 29.04
32.30
29.04 28.30
% REPLACEMENT OF BASALTIC COARSE AGGREGATE WITH STONE CHIPS COARSE AGGREGATE IN CONCRETE MIX WITH P.P.C V/S COMPRESSIVE STRENGTH OF CONCRETRE WITH P.P.C AT 7,14, 28
DAYS (N/mm2)
7 DAYS14 DAYS28 DAYS
% REPLACEMENT OF BASALTIC COARSE AGGREGATE WITH STONE CHIPS COARSE AGGREGATE IN CONCRETE MIX WITH P.P.C
CO
MP
RE
SS
IVE
ST
RE
NG
TH
OF
CO
NC
RE
TR
E W
ITH
P
.P.C
AT
7,1
4, 2
8 D
AY
S (
N/m
m2)
A0(0%)
A1(10%)
A2(20%)
A3(30%)
A4(40%)
A5(50%)
0.00
5.00
10.00
15.00
20.00
25.00
30.00
35.00
7 DAYS14 DAYS
28 DAYS
15.7
0 21.4
8
22.5
2
24.3
0
23.2
6
22.5
2
17.9
3 22.3
7
24.1
5
25.6
3
23.8
5
23.2
6
28.7
4
29.9
3
30.3
7
33.6
3
30.0
7
29.0
4
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C V/S COMPRESSIVE STRENGTH OF CONCRETRE WITH O.P.C AT 7,14, 28 DAYS (N/mm2)
7 DAYS14 DAYS28 DAYS
% REPLACEMENT B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C
CO
MP
RE
SS
IVE
ST
RE
NG
TH
OF
CO
N-
CR
ET
RE
WIT
H O
.P.C
AT
7,1
4, 2
8 D
AY
S
(N/m
m2)
B0(0%)
B1(10%)
B2(20%)
B3(30%)
B4(40%)
B5(50%)
0.00
5.00
10.00
15.00
20.00
25.00
30.00
35.00
7 DAYS
14 DAYS
28 DAYS
14.5
2
19.2
6
21.1
9
23.5
6
22.2
2
21.3
3
16.5
9 21.0
4
23.2
6
24.3
0
22.2
2
22.6
7
27.5
6
28.5
9
29.0
4
32.3
0
29.0
4
28.3
0
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C V/S COMPRESSIVE STRENGTH OF CONCRETRE WITH O.P.C AT 7,14, 28 DAYS (N/mm2)
7 DAYS
14 DAYS
28 DAYS
% REPLACEMENT B.C.A WITH S.C.A IN CONCRETE MIX WITH P.P.C
CO
MP
RE
SS
IVE
ST
RE
NG
TH
OF
C
ON
CR
ET
RE
WIT
H P
.P.C
AT
7,1
4, 2
8 D
AY
S (
N/m
m2)
B0(0%)
B1(10%)
B2(20%)
B3(30%)
B4(40%)
B5(50%)
0.00
5.00
10.00
15.00
20.00
25.00
30.00
35.00
7 DAYS
14 DAYS
28 DAYS
14.52
19.2621.19
23.5622.22 21.3316.59
21.0423.26 24.30
22.22 22.67
27.56 28.59 29.04
32.30
29.04 28.30
% REPLACEMENT OF BASALTIC COARSE AGGREGATE WITH STONE CHIPS COARSE AGGREGATE IN CONCRETE MIX WITH P.P.C V/S COMPRESSIVE STRENGTH OF CONCRETRE WITH P.P.C AT 7,14, 28
DAYS (N/mm2)
7 DAYS14 DAYS28 DAYS
% REPLACEMENT OF BASALTIC COARSE AGGREGATE WITH STONE CHIPS COARSE AGGREGATE IN CONCRETE MIX WITH P.P.C
CO
MP
RE
SS
IVE
ST
RE
NG
TH
OF
CO
NC
RE
TR
E W
ITH
P
.P.C
AT
7,1
4, 2
8 D
AY
S (
N/m
m2)
COMPRESSIVE STRENGTH TEST FOR CUBE (150X150X150)
14 DAYS
40 400000 17.78
17.9341 410000 18.22
40 400000 17.78
49 490000 21.78
22.3751 510000 22.67
51 510000 22.67
53 530000 23.56
24.1555 550000 24.44
55 550000 24.44
58 580000 25.78
25.6358 580000 25.78
57 570000 25.33
53 530000 23.56
23.85
PRESSURE (TONNES)
PRESSURE (N)
WEIGHT (N/mm2)
AVERAGE COMPRESSIVE
STRENGTH (N/mm2)
55 550000 24.44 23.85
53 530000 23.56
53 530000 23.5623.2651 510000 22.67
53 530000 23.56
38 380000 16.8916.5937 370000 16.44
37 370000 16.4446 460000 20.44
21.0448 480000 21.3348 480000 21.3351 510000 22.67
23.2653 530000 23.5653 530000 23.5654 540000 24.00
24.3055 550000 24.4455 550000 24.4449 490000 21.78
22.5251 510000 22.6752 520000 23.1150 500000 22.22
22.6752 520000 23.1151 510000 22.67
B0(0%)
B1(10%)
B2(20%)
B3(30%)
B4(40%)
B5(50%)
0.00
5.00
10.00
15.00
20.00
25.00
30.00
35.00
7 DAYS
14 DAYS
28 DAYS
14.5
2
19.2
6
21.1
9
23.5
6
22.2
2
21.3
3
16.5
9 21.0
4
23.2
6
24.3
0
22.2
2
22.6
7
27.5
6
28.5
9
29.0
4
32.3
0
29.0
4
28.3
0
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C V/S COMPRESSIVE STRENGTH OF CONCRETRE WITH O.P.C AT 7,14, 28 DAYS (N/mm2)
7 DAYS
14 DAYS
28 DAYS
% REPLACEMENT B.C.A WITH S.C.A IN CONCRETE MIX WITH P.P.C
CO
MP
RE
SS
IVE
ST
RE
NG
TH
OF
C
ON
CR
ET
RE
WIT
H P
.P.C
AT
7,1
4, 2
8 D
AY
S (
N/m
m2)
B0(0%)
B1(10%)
B2(20%)
B3(30%)
B4(40%)
B5(50%)
0.00
5.00
10.00
15.00
20.00
25.00
30.00
35.00
7 DAYS
14 DAYS
28 DAYS
14.52
19.2621.19
23.5622.22 21.3316.59
21.0423.26 24.30
22.22 22.67
27.56 28.59 29.04
32.30
29.04 28.30
% REPLACEMENT OF BASALTIC COARSE AGGREGATE WITH STONE CHIPS COARSE AGGREGATE IN CONCRETE MIX WITH P.P.C V/S COMPRESSIVE STRENGTH OF CONCRETRE WITH P.P.C AT 7,14, 28
DAYS (N/mm2)
7 DAYS14 DAYS28 DAYS
% REPLACEMENT OF BASALTIC COARSE AGGREGATE WITH STONE CHIPS COARSE AGGREGATE IN CONCRETE MIX WITH P.P.C
CO
MP
RE
SS
IVE
ST
RE
NG
TH
OF
CO
NC
RE
TR
E W
ITH
P
.P.C
AT
7,1
4, 2
8 D
AY
S (
N/m
m2)
B0(0%)
B1(10%)
B2(20%)
B3(30%)
B4(40%)
B5(50%)
0.00
5.00
10.00
15.00
20.00
25.00
30.00
35.00
7 DAYS
14 DAYS
28 DAYS
14.5
2
19.2
6
21.1
9
23.5
6
22.2
2
21.3
3
16.5
9 21.0
4
23.2
6
24.3
0
22.2
2
22.6
7
27.5
6
28.5
9
29.0
4
32.3
0
29.0
4
28.3
0
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C V/S COMPRESSIVE STRENGTH OF CONCRETRE WITH O.P.C AT 7,14, 28 DAYS (N/mm2)
7 DAYS
14 DAYS
28 DAYS
% REPLACEMENT B.C.A WITH S.C.A IN CONCRETE MIX WITH P.P.C
CO
MP
RE
SS
IVE
ST
RE
NG
TH
OF
C
ON
CR
ET
RE
WIT
H P
.P.C
AT
7,1
4, 2
8 D
AY
S (
N/m
m2)
B0(0%)
B1(10%)
B2(20%)
B3(30%)
B4(40%)
B5(50%)
0.00
5.00
10.00
15.00
20.00
25.00
30.00
35.00
7 DAYS
14 DAYS
28 DAYS
14.52
19.2621.19
23.5622.22 21.3316.59
21.0423.26 24.30
22.22 22.67
27.56 28.59 29.04
32.30
29.04 28.30
% REPLACEMENT OF BASALTIC COARSE AGGREGATE WITH STONE CHIPS COARSE AGGREGATE IN CONCRETE MIX WITH P.P.C V/S COMPRESSIVE STRENGTH OF CONCRETRE WITH P.P.C AT 7,14, 28
DAYS (N/mm2)
7 DAYS14 DAYS28 DAYS
% REPLACEMENT OF BASALTIC COARSE AGGREGATE WITH STONE CHIPS COARSE AGGREGATE IN CONCRETE MIX WITH P.P.C
CO
MP
RE
SS
IVE
ST
RE
NG
TH
OF
CO
NC
RE
TR
E W
ITH
P
.P.C
AT
7,1
4, 2
8 D
AY
S (
N/m
m2)
COMPRESSION TEST CUBE (150X150X150)
28 DAYS
A0
1 64 640000
2 65 650000
3 65 650000
A1
1 67 670000
2 68 680000
3 67 670000
A2
1 69 690000
2 67 670000
3 69 690000
A3
1 76 760000
2 76 760000
3 75 750000
A4
1 68 680000
TYPES OF CONCRETE
MIX
NUMBER OF
SPECIMEN
PRESSURE (TONNES)
PRESSURE (N)
A4 2 68 680000
3 67 670000
A51 66 6600002 64 6400003 66 660000
B01 63 6300002 61 6100003 62 620000
B11 63 6300002 65 6500003 65 650000
B21 64 6400002 66 6600003 66 660000
B31 73 7300002 71 7100003 74 740000
B41 65 6500002 64 6400003 67 670000
B51 64 6400002 62 6200003 65 650000
7 DAYS 14 DAYS 28 DAYS0.00
5.00
10.00
15.00
20.00
25.00
30.00
35.00
A0(0%)
A0(0%)
A1(10%)
A2(20%)
A3(30%)
A4(40%)
A5(50%)
0.00
5.00
10.00
15.00
20.00
25.00
30.00
35.00
7 DAYS14 DAYS
28 DAYS
15.7
0 21.4
8
22.5
2
24.3
0
23.2
6
22.5
2
17.9
3 22.3
7
24.1
5
25.6
3
23.8
5
23.2
6
28.7
4
29.9
3
30.3
7
33.6
3
30.0
7
29.0
4 % REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE
MIX WITH O.P.C V/S COMPRESSIVE STRENGTH OF CONCRETRE WITH O.P.C AT 7,14, 28 DAYS (N/mm2)
7 DAYS14 DAYS28 DAYS
% REPLACEMENT B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C
CO
MP
RE
SS
IVE
ST
RE
NG
TH
OF
CO
N-
CR
ET
RE
WIT
H O
.P.C
AT
7,1
4, 2
8 D
AY
S
(N/m
m2)
7 DAYS 14 DAYS 28 DAYS0.00
5.00
10.00
15.00
20.00
25.00
30.00
35.00
A0(0%)
A0(0%)
A1(10%)
A2(20%)
A3(30%)
A4(40%)
A5(50%)
0.00
5.00
10.00
15.00
20.00
25.00
30.00
35.00
7 DAYS14 DAYS
28 DAYS
15.7
0 21.4
8
22.5
2
24.3
0
23.2
6
22.5
2
17.9
3 22.3
7
24.1
5
25.6
3
23.8
5
23.2
6
28.7
4
29.9
3
30.3
7
33.6
3
30.0
7
29.0
4
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C V/S COMPRESSIVE STRENGTH OF CONCRETRE WITH O.P.C AT 7,14, 28 DAYS (N/mm2)
7 DAYS14 DAYS28 DAYS
% REPLACEMENT B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C
CO
MP
RE
SS
IVE
ST
RE
NG
TH
OF
CO
N-
CR
ET
RE
WIT
H O
.P.C
AT
7,1
4, 2
8 D
AY
S
(N/m
m2)
B0(0%)
B1(10%)
B2(20%)
B3(30%)
B4(40%)
B5(50%)
0.00
5.00
10.00
15.00
20.00
25.00
30.00
35.00
7 DAYS
14 DAYS
28 DAYS
14.5
2
19.2
6
21.1
9
23.5
6
22.2
2
21.3
3
16.5
9 21.0
4
23.2
6
24.3
0
22.2
2
22.6
7
27.5
6
28.5
9
29.0
4
32.3
0
29.0
4
28.3
0
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C V/S COMPRESSIVE STRENGTH OF CONCRETRE WITH O.P.C AT 7,14, 28 DAYS (N/mm2)
7 DAYS
14 DAYS
28 DAYS
% REPLACEMENT B.C.A WITH S.C.A IN CONCRETE MIX WITH P.P.C
CO
MP
RE
SS
IVE
ST
RE
NG
TH
OF
C
ON
CR
ET
RE
WIT
H P
.P.C
AT
7,1
4, 2
8 D
AY
S (
N/m
m2)
B0(0%)
B1(10%)
B2(20%)
B3(30%)
B4(40%)
B5(50%)
0.00
5.00
10.00
15.00
20.00
25.00
30.00
35.00
7 DAYS
14 DAYS
28 DAYS
14.5
2
19.2
6
21.1
9
23.5
6
22.2
2
21.3
3
16.5
9 21.0
4
23.2
6
24.3
0
22.2
2
22.6
7
27.5
6
28.5
9
29.0
4
32.3
0
29.0
4
28.3
0
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C V/S COMPRESSIVE STRENGTH OF CONCRETRE WITH O.P.C AT 7,14, 28 DAYS (N/mm2)
7 DAYS
14 DAYS
28 DAYS
% REPLACEMENT B.C.A WITH S.C.A IN CONCRETE MIX WITH P.P.C
CO
MP
RE
SS
IVE
ST
RE
NG
TH
OF
C
ON
CR
ET
RE
WIT
H P
.P.C
AT
7,1
4, 2
8 D
AY
S (
N/m
m2)
COMPRESSION TEST CUBE (150X150X150) COMPRESSION TEST CUBE
28 DAYS (150X150X150)
7 DAYS
28.44
28.74
15.70
28.89 21.48
28.89 22.52
29.78
29.93
24.30
30.22 23.26
29.78 22.52
30.67
30.37
7 DAYS
29.78 14.52
30.67 19.26
33.78
33.63
21.19
33.78 23.56
33.33 22.22
30.22
30.07
21.33
WEIGHT (N/mm2)
AVERAGE COMPRESSIVE
STRENGTH (N/mm2)
TYPES OF CONCRETE
Mix
A0(0%)
A1(10%)
A2(20%)
A3(30%)
A4(40%)
A5(50%)
TYPES OF CONCRETE
Mix
B0(0%)
B1(10%)
B2(20%)
B3(30%)
B4(40%)
B5(50%)
30.22 30.07
29.78
29.3329.0428.44
29.33
28.0027.5627.11
27.5628.00
28.5928.8928.8928.44
29.0429.3329.3332.44
32.3031.5632.8928.89
29.0428.4429.7828.44
28.3027.5628.89
7 DAYS 14 DAYS 28 DAYS0.00
5.00
10.00
15.00
20.00
25.00
30.00
35.00
A0(0%)
A0(0%)
A1(10%)
A2(20%)
A3(30%)
A4(40%)
A5(50%)
0.00
5.00
10.00
15.00
20.00
25.00
30.00
35.00
7 DAYS14 DAYS
28 DAYS
15.7
0 21.4
8
22.5
2
24.3
0
23.2
6
22.5
2
17.9
3 22.3
7
24.1
5
25.6
3
23.8
5
23.2
6
28.7
4
29.9
3
30.3
7
33.6
3
30.0
7
29.0
4
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C V/S COMPRESSIVE STRENGTH OF CONCRETRE WITH O.P.C AT 7,14, 28 DAYS (N/mm2)
7 DAYS14 DAYS28 DAYS
% REPLACEMENT B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C
CO
MP
RE
SS
IVE
ST
RE
NG
TH
OF
CO
N-
CR
ET
RE
WIT
H O
.P.C
AT
7,1
4, 2
8 D
AY
S
(N/m
m2)
7 DAYS 14 DAYS 28 DAYS0.00
5.00
10.00
15.00
20.00
25.00
30.00
35.00
A0(0%)
A0(0%)
A1(10%)
A2(20%)
A3(30%)
A4(40%)
A5(50%)
0.00
5.00
10.00
15.00
20.00
25.00
30.00
35.00
7 DAYS14 DAYS
28 DAYS
15.7
0 21.4
8
22.5
2
24.3
0
23.2
6
22.5
2
17.9
3 22.3
7
24.1
5
25.6
3
23.8
5
23.2
6
28.7
4
29.9
3
30.3
7
33.6
3
30.0
7
29.0
4
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C V/S COMPRESSIVE STRENGTH OF CONCRETRE WITH O.P.C AT 7,14, 28 DAYS (N/mm2)
7 DAYS14 DAYS28 DAYS
% REPLACEMENT B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C
CO
MP
RE
SS
IVE
ST
RE
NG
TH
OF
CO
N-
CR
ET
RE
WIT
H O
.P.C
AT
7,1
4, 2
8 D
AY
S
(N/m
m2)
B0(0%)
B1(10%)
B2(20%)
B3(30%)
B4(40%)
B5(50%)
0.00
5.00
10.00
15.00
20.00
25.00
30.00
35.00
7 DAYS
14 DAYS
28 DAYS
14.5
2
19.2
6
21.1
9
23.5
6
22.2
2
21.3
3
16.5
9 21.0
4
23.2
6
24.3
0
22.2
2
22.6
7
27.5
6
28.5
9
29.0
4
32.3
0
29.0
4
28.3
0
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C V/S COMPRESSIVE STRENGTH OF CONCRETRE WITH O.P.C AT 7,14, 28 DAYS (N/mm2)
7 DAYS
14 DAYS
28 DAYS
% REPLACEMENT B.C.A WITH S.C.A IN CONCRETE MIX WITH P.P.C
CO
MP
RE
SS
IVE
ST
RE
NG
TH
OF
C
ON
CR
ET
RE
WIT
H P
.P.C
AT
7,1
4, 2
8 D
AY
S (
N/m
m2)
B0(0%)
B1(10%)
B2(20%)
B3(30%)
B4(40%)
B5(50%)
0.00
5.00
10.00
15.00
20.00
25.00
30.00
35.00
7 DAYS
14 DAYS
28 DAYS14
.52
19.2
6
21.1
9
23.5
6
22.2
2
21.3
3
16.5
9 21.0
4
23.2
6
24.3
0
22.2
2
22.6
7
27.5
6
28.5
9
29.0
4
32.3
0
29.0
4
28.3
0
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C V/S COMPRESSIVE STRENGTH OF CONCRETRE WITH O.P.C AT 7,14, 28 DAYS (N/mm2)
7 DAYS
14 DAYS
28 DAYS
% REPLACEMENT B.C.A WITH S.C.A IN CONCRETE MIX WITH P.P.C
CO
MP
RE
SS
IVE
ST
RE
NG
TH
OF
C
ON
CR
ET
RE
WIT
H P
.P.C
AT
7,1
4, 2
8 D
AY
S (
N/m
m2)
COMPRESSION TEST CUBE
(150X150X150)
14 DAYS 28 DAYS
17.93 28.74
22.37 29.93
24.15 30.37
25.63 33.63
23.85 30.07
23.26 29.04
14 DAYS 28 DAYS
16.59 27.56
21.04 28.59
23.26 29.04
24.30 32.30
22.22 29.04
22.67 28.30
SPLIT STRENGTH TEST FOR CUBE (150X150X150)
7 DAYS
A0
1 5.0 50000 1.43
2 6.0 60000 1.71
3 5.5 55000 1.57
A1
1 8.0 80000 2.28
2 7.5 75000 2.14
3 8.5 85000 2.43
A2
1 8.5 85000 2.43
2 8.5 85000 2.43
3 9.0 90000 2.57
A3
1 9.0 90000 2.57
2 9.2 92000 2.63
3 9.5 95000 2.71
A4
1 8.6 86000 2.45
2 7.8 78000 2.23
3 8.4 84000 2.40
A51 8.1 81000 2.312 8.0 80000 2.283 8.1 81000 2.31
B01 5.6 56000 1.602 5.4 54000 1.543 5.1 51000 1.46
TYPES OF CONCRETE
MIX
NUMBER OF SPECIMEN
PRESSURE (TONNES)
PRESSURE(N)
WEIGHT (N/mm2)
B11 7.0 70000 2.002 6.9 69000 1.973 6.9 69000 1.97
B21 7.8 78000 2.232 7.7 77000 2.203 8.0 80000 2.28
B31 8.5 85000 2.432 8.3 83000 2.373 8.4 84000 2.40
B41 7.9 79000 2.252 7.6 76000 2.173 7.6 76000 2.17
B51 7.7 77000 2.202 7.6 76000 2.173 7.6 76000 2.17
A0(0%)
A1(10%)
A2(20%)
A3(30%)
A4(40%)
A5(50%)
0.00
0.50
1.00
1.50
2.00
2.50
3.00
3.50
4.00
7 DAYS14 DAYS
28 DAYS
1.57
2.28 2.47 2.63
2.36
2.30
2.00 2.
38
2.54 2.71
2.42
2.36
2.90 3.14
3.23 3.
57
3.16
3.00
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C V/S SPLIT TENSILE STRENGTH OF CONCRETRE WITH O.P.C AT 7,14, 28 DAYS (N/mm2)
7 DAYS
14 DAYS
28 DAYS
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C
SP
LIT
TE
NS
ILE
ST
RE
NG
TH
OF
C
ON
CR
ET
RE
WIT
H O
.P.C
AT
7,1
4, 2
8 D
AY
S (
N/m
m2)
SPLIT STRENGTH TEST FOR CUBE (150X150X150) SPLIT TEST CUBE (150X150X150)
7 DAYS 14 DAYS
1.57 A0
1 6.5 65000
2 6.5 65000
3 8.0 80000
2.28 A1
1 8.5 85000
2 8.0 80000
3 8.5 85000
2.47 A2
1 8.8 88000
2 9.1 91000
3 8.8 88000
2.63 A3
1 8.8 88000
2 9.2 92000
3 10.5 105000
2.36 A4
1 8.5 85000
2 8.6 86000
3 8.3 83000
2.30 A51 8.1 810002 8.4 840003 8.3 83000
1.53 B01 6.1 610002 5.9 590003 6.0 60000
AVERAGE SPLIT TENSILE
STRENGTH (N/mm2)
TYPES OF CONCRETE
MIX
NUMBER OF SPECIMEN
PRESSURE (TONNES)
PRESSURE(N)
1.98 B11 6.5 650002 6.4 640003 6.4 64000
2.24 B21 8.3 830002 8.1 810003 8.3 83000
2.40 B31 8.7 870002 8.5 850003 8.7 87000
2.20 B41 8.2 820002 8.1 810003 8.2 82000
2.18 B51 8 800002 7.9 790003 8 80000
A0(0%)
A1(10%)
A2(20%)
A3(30%)
A4(40%)
A5(50%)
0.00
0.50
1.00
1.50
2.00
2.50
3.00
3.50
4.00
7 DAYS14 DAYS
28 DAYS
1.57
2.28 2.47 2.63
2.36
2.30
2.00 2.
38
2.54 2.71
2.42
2.36
2.90 3.14
3.23 3.
57
3.16
3.00
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C V/S SPLIT TENSILE STRENGTH OF CONCRETRE WITH O.P.C AT 7,14, 28 DAYS (N/mm2)
7 DAYS
14 DAYS
28 DAYS
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C
SP
LIT
TE
NS
ILE
ST
RE
NG
TH
OF
C
ON
CR
ET
RE
WIT
H O
.P.C
AT
7,1
4, 2
8 D
AY
S (
N/m
m2)
B0(0%)
B1(10%)
B2(20%)
B3(30%)
B4(40%)
B5(50%)
0.00
0.50
1.00
1.50
2.00
2.50
3.00
3.50
7 DAYS
14 DAYS
28 DAYS
1.53
1.98 2.24 2.
40
2.20
2.181.71
1.84
2.35 2.46
2.33
2.27
2.81 2.96
3.06 3.
30
2.96
2.88
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH P.P.C V/S SPLIT TENSILE STRENGTH OF CONCRETRE WITH P.P.C AT 7,14, 28 DAYS (N/mm2)
7 DAYS
14 DAYS
28 DAYS
% REPLACEMENT OF B.C.A WITH S.C.AIN CONCRETE MIX WITH P.P.C
SP
LIT
TE
NS
ILE
ST
RE
NG
TH
OF
C
ON
CR
ET
RE
WIT
H P
.P.C
AT
7,1
4, 2
8 D
AY
S (
N/m
m2)
SPLIT TEST CUBE (150X150X150) SPLIT TEST CUBE (150X150X150)
14 DAYS 28 DAYS
1.85
2.00 A0
1 10.0
1.85 2 10.0
2.28 3 10.5
2.43
2.38 A1
1 11.0
2.28 2 10.5
2.43 3 11.5
2.51
2.54 A2
1 12.0
2.60 2 10.5
2.51 3 11.5
2.51
2.71 A3
1 12.0
2.63 2 12.5
3.00 3 13.0
2.43
2.42 A4
1 11.6
2.45 2 10.6
2.37 3 11.0
2.312.36 A5
1 10.5
2.40 2 10.7
2.37 3 10.3
1.741.71 B0
1 10.0
1.68 2 9.7
1.71 3 9.8
WEIGHT (N/mm2)
AVERAGE SPLIT
TENSILE STRENGTH
(N/mm2)
TYPES OF CONCRETE
MIX
NUMBER OF SPECIMEN
PRESSURE (TONNES)
1.851.84 B1
1 10.5
1.83 2 10.4
1.83 3 10.2
2.372.35 B2
1 10.8
2.31 2 10.7
2.37 3 10.7
2.482.46 B3
1 11.8
2.43 2 11.4
2.48 3 11.5
2.342.33 B4
1 10.4
2.31 2 10.2
2.34 3 10.5
2.282.27 B5
1 10.2
2.25 2 9.9
2.28 3 10.2
B0(0%)
B1(10%)
B2(20%)
B3(30%)
B4(40%)
B5(50%)
0.00
0.50
1.00
1.50
2.00
2.50
3.00
3.50
7 DAYS
14 DAYS
28 DAYS
1.53
1.98 2.24 2.
40
2.20
2.181.71
1.84
2.35 2.46
2.33
2.27
2.81 2.96
3.06 3.
30
2.96
2.88
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH P.P.C V/S SPLIT TENSILE STRENGTH OF CONCRETRE WITH P.P.C AT 7,14, 28 DAYS (N/mm2)
7 DAYS
14 DAYS
28 DAYS
% REPLACEMENT OF B.C.A WITH S.C.AIN CONCRETE MIX WITH P.P.C
SP
LIT
TE
NS
ILE
ST
RE
NG
TH
OF
C
ON
CR
ET
RE
WIT
H P
.P.C
AT
7,1
4, 2
8 D
AY
S (
N/m
m2)
SPLIT TEST CUBE (150X150X150) SPLIT TEST CUBE
28 DAYS (150X150X150)
7 DAYS
100000 2.85
2.90
1.57
100000 2.85 2.28
105000 3.00 2.47
110000 3.14
3.14
2.63
105000 3.00 2.36
115000 3.28 2.30
120000 3.42
3.23
7 DAYS
105000 3.00 1.53
115000 3.28 1.98
120000 3.42
3.57
2.24
125000 3.57 2.40
130000 3.71 2.20
116000 3.31
3.16
2.18
106000 3.02
110000 3.14
105000 3.003.00107000 3.05
103000 2.94100000 2.85
2.8197000 2.7798000 2.80
PRESSURE(N)
WEIGHT (N/mm2)
AVERAGE SPLIT
TENSILE STRENGTH
(N/mm2)
TYPES OF CONCRETE
Mix
A0(0%)
A1(10%)
A2(20%)
A3(30%)
A4(40%)
A5(50%)
TYPES OF CONCRETE
Mix
B0(0%)
B1(10%)
B2(20%)
B3(30%)
B4(40%)
B5(50%)
105000 3.002.96104000 2.97
102000 2.91108000 3.08
3.06107000 3.05107000 3.05118000 3.37
3.30114000 3.25115000 3.28104000 2.97
2.96102000 2.91105000 3.00102000 2.91
2.8899000 2.82102000 2.91
SPLIT TEST CUBE
(150X150X150)
14 DAYS 28 DAYS
2.00 2.90
2.38 3.14
2.54 3.23
2.71 3.57
2.42 3.16
2.36 3.00
14 DAYS 28 DAYS
1.71 2.81
1.84 2.96
2.35 3.06
2.46 3.30
2.33 2.96
2.27 2.88
28 DAYS
`
SR.NO. SPECIMAN
1 A0
1 8600 8666 66
2 8621 8681 60
3 8628 8698 70
2 A1
1 8370 8434 64
2 8355 8416 61
3 8386 8446 60
3 A2
8542 8602 60
8568 8636 68
8549 8600 51
4 A3
8745 8804 59
8758 8817 59
8752 8809 57
5 A4
8798 8862 64
8789 8849 60
8795 8863 68
6 A5
8869 8938 69
8854 8922 68
WATER ABSORPTION TEST FOR CUBE (150mm × 150mm × 150mm )
CONCRETE MIX
OVEN DRY WEIGHT IN
GRAMS (W1)gms
WET WEIGHT IN
GRAMS (W2)gms
(W2-W1) gms
1
2
3
1
2
3
1
2
3
1
2
6 A5
8872 8942 70
7 B0
8557 8629 72
8585 8661 76
8541 8609 68
8 B1
8700 8769 69
8789 8857 68
8742 8811 69
9 B2
8788 8854 66
8759 8824 65
8802 8868 66
10 B3
8812 8874 62
8828 8889 61
8848 8916 68
11 B4
8835 8903 68
8849 8914 65
8887 8958 71
12 B5
8847 8911 64
8859 8933 74
8875 8951 76
3
1
2
3
1
2
3
1
2
3
1
2
3
1
2
3
1
2
3
A0(0%)
A1(10%)
A2(20%)
A3(30%)
A4(40%)
A5(50%)
0.6
0.65
0.7
0.75
0.8
0.76
0.74
0.7
0.67
0.73
0.78 % REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE
MIX WITH O.P.C V/S WATER ABSORPTION OF CON-CRETRE CUBE WITH O.P.C IN %
WATER ABSORP-TION (O.P.C)
% REPLACEMENT B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C
WA
TE
R A
BS
OR
PT
ION
OF
CO
N-
CR
ET
RE
CU
BE
WIT
H O
.P.C
IN
%
B0(0%)
B1(10%)
B2(20%)
B3(30%)
B4(40%)
B5(50%)
0.66
0.71
0.76
0.81
0.86 0.84
0.79
0.75
0.72
0.77
0.81
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C V/S WATER ABSORPTION OF CON-
CRETRE CUBE WITH P.P.C IN %
WATER ABSORP-TION (P.P.C)
% REPLACEMENT B.C.A WITH S.C.A IN CONCRETE MIX WITH P.P.C
WA
TE
R A
BS
OR
PT
ION
CO
NC
RE
TR
E
CU
BE
WIT
H P
.P.C
IN
%
A0(0%)
A1(10%)
A2(20%)
A3(30%)
A4(40%)
A5(50%)
0.6
0.65
0.7
0.75
0.8
0.76
0.74
0.7
0.67
0.73
0.78 % REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE
MIX WITH O.P.C V/S WATER ABSORPTION OF CON-CRETRE CUBE WITH O.P.C IN %
WATER ABSORP-TION (O.P.C)
% REPLACEMENT B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C
WA
TE
R A
BS
OR
PT
ION
OF
CO
N-
CR
ET
RE
CU
BE
WIT
H O
.P.C
IN
%
B0(0%)
B1(10%)
B2(20%)
B3(30%)
B4(40%)
B5(50%)
0.66
0.71
0.76
0.81
0.86 0.84
0.79
0.75
0.72
0.77
0.81
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C V/S WATER ABSORPTION OF CON-
CRETRE CUBE WITH P.P.C IN %
WATER ABSORP-TION (P.P.C)
% REPLACEMENT B.C.A WITH S.C.A IN CONCRETE MIX WITH P.P.C
WA
TE
R A
BS
OR
PT
ION
CO
NC
RE
TR
E
CU
BE
WIT
H P
.P.C
IN
%
28 DAYS
`
CONCRETE MIX
0.77
0.76
0.76
0.70 0.74
0.81 0.7
0.76
0.74
0.67
0.73 0.73
0.72 0.78
0.70
0.700.79
0.60
0.67
0.670.67
0.65
0.73
0.730.68
0.77
0.78
0.780.77
WATER ABSORPTION TEST FOR CUBE (150mm × 150mm × 150mm )
WATER ABSORBTION IN %
AGE (W2-W1/W1) x 100
AVERAGE WATER ABSORPTION
IN % AGE
WATER ABSORPTION
(O.P.C)
A0(0%)
A1(10%)
A2(20%)
A3(30%)
A4(40%)
A5(50%)
0.79
0.78
0.84
0.840.89
0.80
0.79
0.790.77
0.79
0.75
0.750.74
0.75
0.70
0.720.69
0.77
0.77
0.770.73
0.80
0.72
0.810.84
0.86
B0(0%)
B1(10%)
B2(20%)
B3(30%)
B4(40%)
B5(50%)
0.66
0.71
0.76
0.81
0.86 0.84
0.79
0.75
0.72
0.77
0.81
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C V/S WATER ABSORPTION OF CON-
CRETRE CUBE WITH P.P.C IN %
WATER ABSORP-TION (P.P.C)
% REPLACEMENT B.C.A WITH S.C.A IN CONCRETE MIX WITH P.P.C
WA
TE
R A
BS
OR
PT
ION
CO
NC
RE
TR
E
CU
BE
WIT
H P
.P.C
IN
%
B0(0%)
B1(10%)
B2(20%)
B3(30%)
B4(40%)
B5(50%)
0.66
0.71
0.76
0.81
0.86 0.84
0.79
0.75
0.72
0.77
0.81
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C V/S WATER ABSORPTION OF CON-
CRETRE CUBE WITH P.P.C IN %
WATER ABSORP-TION (P.P.C)
% REPLACEMENT B.C.A WITH S.C.A IN CONCRETE MIX WITH P.P.C
WA
TE
R A
BS
OR
PT
ION
CO
NC
RE
TR
E
CU
BE
WIT
H P
.P.C
IN
%
0.84
0.79
0.75
0.72
0.77
0.81
CONCRETE MIX
WATER ABSORPTION
(P.P.C)
B0(0%)
B1(10%)
B2(20%)
B3(30%)
B4(40%)
B5(50%)
DURABILITY TEST (150×150)
SODIUM CLORIDE (NaCL) ATTACK TEST
28 DAYS NORMAL CURING + 28 DAYS NaCL CURING
SR.NO. SPECIMAN
1 A0
1 8600 8568
2 8621 8598
3 8628 8587
2 A1
1 8370 8339
2 8355 8327
3 8386 8354
3 A21 8542 85142 8568 85413 8549 8518
4 A31 8745 87182 8758 87273 8752 8729
5 A41 8798 87712 8789 87553 8795 8768
6 A51 8869 88342 8854 88243 8872 8835
7 B01 8557 85182 8585 85513 8541 8509
8 B11 8700 86682 8789 87513 8742 8712
9 B21 8788 87562 8759 87253 8802 8773
10 B31 8812 87822 8828 87963 8848 8822
11 B41 8835 88072 8849 88173 8887 8854
CONCRETE MIX
OVEN DRY WEIGHT IN GRAMS
(W1)
OVEN DRY WEIGHTIN GMS
(W2)
12 B51 8847 88102 8859 88273 8875 8841
A0(0%)
A1(10%)
A2(20%)
A3(30%)
A4(40%)
A5(50%)
0
0.05
0.1
0.15
0.2
0.25
0.3
0.35
0.4 0.37 0.360.34
0.310.33
0.38
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C V/S WEIGHT LOSS OF CONCRETRE CUBE WITH
O.P.C IN %
WEIGHT LOSS (%) (O.P.C)
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C
WE
IGH
T L
OSS
OF
CO
NC
RE
TR
E C
UB
E
WIT
H O
.P.C
IN
%
DURABILITY TEST (150×150)
SODIUM CLORIDE (NaCL) ATTACK TEST
28 DAYS NORMAL CURING + 28 DAYS NaCL CURING
|W2-W1|
32 0.37
0.3723 0.27
41 0.48
31 0.37
0.3628 0.34
32 0.38
28 0.330.3427 0.32
31 0.3627 0.31
0.3131 0.3523 0.2627 0.31
0.3334 0.3927 0.3135 0.39
0.3830 0.3437 0.4239 0.46
0.4134 0.4032 0.3732 0.37
0.3838 0.4330 0.3432 0.36
0.3634 0.3929 0.3330 0.34
0.3332 0.3626 0.2928 0.32
0.3532 0.3633 0.37
LOSS IN WEIGHT (%) (|W2-W1|/W1) × 100
LOSS IN WEIGHT (% )
37 0.420.3932 0.36
34 0.38
A0(0%)
A1(10%)
A2(20%)
A3(30%)
A4(40%)
A5(50%)
0
0.05
0.1
0.15
0.2
0.25
0.3
0.35
0.4 0.37 0.360.34
0.310.33
0.38
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C V/S WEIGHT LOSS OF CONCRETRE CUBE WITH
O.P.C IN %
WEIGHT LOSS (%) (O.P.C)
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C
WE
IGH
T L
OSS
OF
CO
NC
RE
TR
E C
UB
E
WIT
H O
.P.C
IN
%
B0(0%)
B1(10%)
B2(20%)
B3(30%)
B4(40%)
B5(50%)
0
0.05
0.1
0.15
0.2
0.25
0.3
0.35
0.4
0.45 0.41
0.380.36
0.330.35
0.39
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH P.P.C V/S WEIGHT LOSS OF CONCRETRE
CUBE WITH P.P.C IN %
WEIGHT LOSS (%) (P.P.C)
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH P.P.C
WE
IGH
T L
OS
S O
F C
ON
CR
ET
RE
C
UB
E W
ITH
P.P
.C I
N %
0.37 0.41
0.36 0.38
0.34 0.36
0.31 0.33
0.33 0.35
0.38 0.39
CONCRETE MIX
WEIGHT LOSS (%)
(O.P.C)
CONCRETE MIX
WEIGHT LOSS (%) (P.P.C)
A0(0%)
B0(0%)
A1(10%)
B1(10%)
A2(20%)
B2(20%)
A3(30%)
B3(30%)
A4(40%)
B4(40%)
A5(50%)
B5(50%)
B0(0%)
B1(10%)
B2(20%)
B3(30%)
B4(40%)
B5(50%)
0
0.05
0.1
0.15
0.2
0.25
0.3
0.35
0.4
0.45 0.41
0.380.36
0.330.35
0.39
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH P.P.C V/S WEIGHT LOSS OF CONCRETRE
CUBE WITH P.P.C IN %
WEIGHT LOSS (%) (P.P.C)
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH P.P.C
WE
IGH
T L
OS
S O
F C
ON
CR
ET
RE
C
UB
E W
ITH
P.P
.C I
N %
SORPTIVITY TEST (150 X150 X 150 )28 DAYS
SORPTIVITY TEST 5MM DEPTH 30 MIN
SR.NO.
1 A0
1 8631 8678
2 8645 8689
3 8658 8701
2 A1
1 8364 8408
2 8378 8411
3 8386 8429
3 A21 8551 85882 8562 85983 8549 8583
4 A31 8757 87892 8791 88213 8761 8795
5 A41 8787 88242 8774 88063 8796 8829
6 A51 8878 89182 8842 88783 8854 8903
7 B01 8598 86482 8568 86163 8575 8619
8 B11 8711 87542 8778 88213 8757 8798
9 B21 8782 88272 8741 87793 8804 8831
10 B31 8814 88482 8834 88713 8848 8879
TYPE OF CONCRETE
MIX
NUMBER OF SPECIMEN
OVEN DRY WEIGHT IN
GRAMS (W1)
WET WEIGHT IN GRAMS (W2)
11 B41 8878 89192 8887 89333 8842 8879
12 B51 8879 89242 8884 89273 8867 8914
6 A5 1 8605 86216 A5 1 8605 86206 A5 1 8604 86216 A5 1 8605 8621
A0(0%)
A1(10%)
A2(20%)
A3(30%)
A4(40%)
A5(50%)
0
0.5
1
1.5
2
2.5
3
3.5
4 3.62
3.25
2.892.6
2.76
3.38
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C V/S SORPTIVITYOF CONCRETE CUBE
WITH O.P.C IN %SORPTIVITY (10-4) (O.P.C)
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C
SOR
PT
IVIT
YO
F C
ON
CR
ET
E C
UB
E
WIT
H O
.P.C
IN
%
B0(0%)
B1(10%)
B2(20%)
B3(30%)
B4(40%)
B5(50%)
0
0.5
1
1.5
2
2.5
3
3.5
43.84
3.44
2.982.76
3.353.65
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH P.P.C V/S SORPTIVITYOF CONCRETE CUBE
WITH P.P.C IN %
SORPTIVITY (10-4) (P.P.C)
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH P.P.C
SO
RP
TIV
ITY
OF
CO
NC
RE
TE
CU
BE
W
ITH
P.P
.C I
N %
A0(0%)
A1(10%)
A2(20%)
A3(30%)
A4(40%)
A5(50%)
0
0.5
1
1.5
2
2.5
3
3.5
4 3.62
3.25
2.892.6
2.76
3.38
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C V/S SORPTIVITYOF CONCRETE CUBE
WITH O.P.C IN %SORPTIVITY (10-4) (O.P.C)
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH O.P.C
SOR
PT
IVIT
YO
F C
ON
CR
ET
E C
UB
E
WIT
H O
.P.C
IN
%
B0(0%)
B1(10%)
B2(20%)
B3(30%)
B4(40%)
B5(50%)
0
0.5
1
1.5
2
2.5
3
3.5
43.84
3.44
2.982.76
3.353.65
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH P.P.C V/S SORPTIVITYOF CONCRETE CUBE
WITH P.P.C IN %
SORPTIVITY (10-4) (P.P.C)
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH P.P.C
SO
RP
TIV
ITY
OF
CO
NC
RE
TE
CU
BE
W
ITH
P.P
.C I
N %
SORPTIVITY TEST (150 X150 X 150 )28 DAYS
SORPTIVITY TEST 5MM DEPTH 30 MIN
A=150 ×150
47 22500.00 0.0021
44 22500.00 0.0020
43 22500.00 0.0019
44 22500.00 0.0020
33 22500.00 0.0015
43 22500.00 0.0019
37 22500.00 0.001636 22500.00 0.001634 22500.00 0.001532 22500.00 0.001430 22500.00 0.001334 22500.00 0.001537 22500.00 0.001632 22500.00 0.001433 22500.00 0.001540 22500.00 0.001836 22500.00 0.001649 22500.00 0.002250 22500.00 0.002248 22500.00 0.002144 22500.00 0.002043 22500.00 0.001943 22500.00 0.001941 22500.00 0.001845 22500.00 0.002038 22500.00 0.001727 22500.00 0.001234 22500.00 0.001537 22500.00 0.001631 22500.00 0.0014
ΔW = (W2-W1) IN
GRAMS
I= ΔW / A* d (d= Density of Water)
41 22500.00 0.001846 22500.00 0.002037 22500.00 0.001645 22500.00 0.002043 22500.00 0.001947 22500.00 0.0021
16 22500.00 0.000715 22500.00 0.000717 22500.00 0.000816 22500.00 0.0007
B0(0%)
B1(10%)
B2(20%)
B3(30%)
B4(40%)
B5(50%)
0
0.5
1
1.5
2
2.5
3
3.5
43.84
3.44
2.982.76
3.353.65
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH P.P.C V/S SORPTIVITYOF CONCRETE CUBE
WITH P.P.C IN %
SORPTIVITY (10-4) (P.P.C)
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH P.P.C
SO
RP
TIV
ITY
OF
CO
NC
RE
TE
CU
BE
W
ITH
P.P
.C I
N %
B0(0%)
B1(10%)
B2(20%)
B3(30%)
B4(40%)
B5(50%)
0
0.5
1
1.5
2
2.5
3
3.5
43.84
3.44
2.982.76
3.353.65
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH P.P.C V/S SORPTIVITYOF CONCRETE CUBE
WITH P.P.C IN %
SORPTIVITY (10-4) (P.P.C)
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH P.P.C
SO
RP
TIV
ITY
OF
CO
NC
RE
TE
CU
BE
W
ITH
P.P
.C I
N %
SORPTIVITY TEST (150 X150 X 150 )28 DAYS
SORPTIVITY TEST 5MM DEPTH 30 MIN
5.48 0.000381
0.0003625.48 0.000357
5.48 0.000349
5.48 0.000357
0.0003255.48 0.000268
5.48 0.000349
5.48 0.0003000.0002895.48 0.000292
5.48 0.0002765.48 0.000260
0.0002605.48 0.0002435.48 0.0002765.48 0.000300
0.0002765.48 0.0002605.48 0.0002685.48 0.000325
0.0003385.48 0.0002925.48 0.0003985.48 0.000406
0.0003845.48 0.0003895.48 0.0003575.48 0.000349
0.0003445.48 0.0003495.48 0.0003335.48 0.000365
0.0002985.48 0.0003085.48 0.0002195.48 0.000276
0.0002765.48 0.0003005.48 0.000252
t1/2
(t=30 min)
SORPTIVITY = I / t 1/2
( mm/ sq.root min)
AVERAGE SORPTIVITY
= I / t 1/2 (mm/ sq.root min)
5.48 0.0003330.0003355.48 0.000373
5.48 0.0003005.48 0.000365
0.0003655.48 0.0003495.48 0.000381
5.48 0.000130 0.0001305.48 0.000122 0.0001225.48 0.000138 0.0001385.48 0.000130 0.000130
B0(0%)
B1(10%)
B2(20%)
B3(30%)
B4(40%)
B5(50%)
0
0.5
1
1.5
2
2.5
3
3.5
43.84
3.44
2.982.76
3.353.65
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH P.P.C V/S SORPTIVITYOF CONCRETE CUBE
WITH P.P.C IN %
SORPTIVITY (10-4) (P.P.C)
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH P.P.C
SO
RP
TIV
ITY
OF
CO
NC
RE
TE
CU
BE
W
ITH
P.P
.C I
N %
B0(0%)
B1(10%)
B2(20%)
B3(30%)
B4(40%)
B5(50%)
0
0.5
1
1.5
2
2.5
3
3.5
43.84
3.44
2.982.76
3.353.65
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH P.P.C V/S SORPTIVITYOF CONCRETE CUBE
WITH P.P.C IN %
SORPTIVITY (10-4) (P.P.C)
% REPLACEMENT OF B.C.A WITH S.C.A IN CONCRETE MIX WITH P.P.C
SO
RP
TIV
ITY
OF
CO
NC
RE
TE
CU
BE
W
ITH
P.P
.C I
N %
SORPTIVITY TEST (150 X150 X 150 )28 DAYS
SORPTIVITY TEST 5MM DEPTH 30 MIN
3.62
3.62
3.25
2.89
3.25
2.6
2.76
3.38
2.89
2.60
2.76
3.38
3.84
3.44
2.98
2.76
SORPTIVITY IN 10-4
CONCRETE MIX
SORPTIVITY (10-4) (O.P.C)
A0(0%)
A1(10%)
A2(20%)
A3(30%)
A4(40%)
A5(50%)
3.35
3.65
3.84
3.44
2.98
2.76
3.35
3.65
CONCRETE MIX
SORPTIVITY (10-4) (P.P.C)
B0(0%)
B1(10%)
B2(20%)
B3(30%)
B4(40%)
B5(50%)