COMBINED GRADATION ANALYSIS
WTS. VOL S.G.
CEMENT 602 3.06 3.15 Max. Size Agg. DATE
Fly Ash 150 1.09 2.2 0.75
NEWCEM 2.92 LBS C.F.
STONE 3/4" 980 5.77 2.72 CEMENT + POZZOLAN 752 4.16
STONE 3/8" 400 2.42 2.65 STONE 1380 8.19 52.6%
STONE 3 2.65 SAND 1244 8.23 47.4%
SAND 1244 8.23 2.55 UNIT WT 136.14
WATER 36.0 4.81 W/C RATIO 0.40
AIR % 6.0 1.62 TOTAL FM 4.88
CUBIC FEET 27.00
STONE 1 STONE 2 STONE 3 SAND
%PASSING %PASSING %PASSING %PASSING TOTAL %
#67 3/4" #8 3/8" #57 SAND RETAINED
SIZE 980 400 1244 2624
1 1/2 100.0 100 100 100
1 100.0 100 100 100
3/4 96.0 100 91 100 1.5
1/2 56.0 99.9 42 100 15.0
3/8 24.0 91 12.5 100.0 13.3
#4 1.8 8 2 92.0 24.7
#8 0.7 1.7 1 78.0 8.0
#16 1.2 1 72.0 3.2
#30 54.0 8.7
#50 31.0 10.9
#100 5.0 12.3
#200 0.3 1.0 1.8
#325 0.5
99.9
% AGG 37.3% 15.2% 47.4%
FM 7.22 #67 3/4" 5.98 #8 3/8" 7.51 #57 2.68 TOTAL 4.88
FM
MATERIAL DISTRIBUTION
MATERIAL DISTRIBUTION
14
#50
12 #30
30.0 3/8
1
10 #4
25.0 3/4 1/2 #16
8 #100
1 1/2 #8
%RETAINED
20.0
6
15.0
4
2
10.0 #200
#325
0 5.0
0.0
1 1/2 1 3/4 1/2 3/8 #4 #8 #16 #30 #50 #100 #200 #325
COMBINED GRADATION ANALYSIS
WTS. VOL S.G.
CEMENT 705 3.59 3.15 Max. Size Agg. DATE
XPM 2.88 0.75
NEWCEM 2.92 LBS C.F.
STONE 1 1400 8.25 2.72 CEMENT + POZZOLAN 705 3.59
STONE 2 2.65 STONE 1400 8.25 50.2%
STONE 3 2.65 SAND 1391 8.74 49.8%
SAND 1391 8.74 2.55 UNIT WT 140.57
WATER 36.0 4.81 W/C RATIO 0.43
AIR % 6.0 1.62 TOTAL FM 4.75
CUBIC FEET 27.00
STONE 1 STONE 2 STONE 3 SAND
%PASSING %PASSING %PASSING %PASSING TOTAL %
#67 #78 #57 SAND RETAINED
SIZE 1400 1391 2791
1 1/2 100.0 100 100 100
1 100.0 100 100 100
3/4 94.9 100 91 100 2.6
1/2 64.0 93.8 42 100 15.5
3/8 34.0 56.3 12.5 100.0 15.1
#4 14.4 23 2 92.0 13.8
#8 11.2 8.1 1 78.0 8.6
#16 0.8 1 72.0 8.6
#30 54.0 9.0
#50 31.0 11.5
#100 5.0 13.0
#200 1.0 2.0
#325 0.5
100.0
% AGG 50.2% 49.8%
FM 6.81 #67 6.18 #78 7.51 #57 2.68 TOTAL 4.75
FM
MATERIAL DISTRIBUTION
MATERIAL DISTRIBUTION
14
#50
12 #30
18.0 3/8
1
10 16.0 #4
3/4 1/2 #16
8 14.0 #8
#100
1 1/2
%RETAINED
12.0
6
10.0
4 8.0
2
6.0 #200
#325
4.0
0 2.0
0.0
1 1/2 1 3/4 1/2 3/8 #4 #8 #16 #30 #50 #100 #200 #325
COMBINED GRADATION ANALYSIS
WTS. VOL S.G.
CEMENT 500 2.54 3.15 Max. Size Agg. DATE
FLYASH 150 1.07 2.25 0.75
NEWCEM 2.92 LBS C.F. LBS
STONE 1 1425 8.40 2.72 STONE 1425 8.40 49.51%
STONE 2 1.55 SAND 1453 8.57 50.49%
STONE 3 2.65 UNIT WT 141.77
SAND 1453 8.57 2.63 W/C RATIO 0.46
WATER 36.0 4.81 TOTAL FM 5.04
AIR % 6.0 1.62
CUBIC FEET 27.00
STONE 1 STONE 2 STONE 3 SAND
%PASSING %PASSING %PASSING %PASSING TOTAL %
#67 #78 #57 SAND RETAINED
SIZE 1425 1453 2878
1 1/2 100.0 100 100 100
1 100.0 100 100 100
3/4 94.3 100 91 100 2.8
1/2 50.1 97.8 42 100 21.9
3/8 28.1 77.2 12.5 100.0 10.9
#4 6.2 13.8 2 97.1 12.3
#8 1.7 2.7 1 86.7 7.5
#16 1 71.7 8.4
#30 33.7 19.2
#50 15.6 9.1
#100 2.4 6.7
#200 1.0 0.7
#325 0.5
100.0
% AGG 49.5% 50.5%
FM 7.20 #67 6.09 #78 7.51 #57 2.93 TOTAL 5.04
FM
MATERIAL DISTRIBUTION
MATERIAL DISTRIBUTION
14
#50
12 #30
25.0 3/8
1
10 #4
3/4 1/2 #16
8
20.0 #100
1 1/2 #8
%RETAINED
6 15.0
4
10.0
2 #200
#325
5.0
0
0.0
1 1/2 1 3/4 1/2 3/8 #4 #8 #16 #30 #50 #100 #200 #325