CUSTOMER/PROJECT
CONCRETE APPLICATION: WALLS, Boom pump. This is a basic mix design. Design strength requirements and existing mix designs at the readymix producer are more than likely going to be different. Similar mix designs with the required design strength will more than likely suffice. The critical component to watch is the coarse aggregate content. The higher the weight, depending on specific factors of the different ingredients may make the mix tough to pump and tough to consolidate.
DESIGN SPECIFICATIONS: 3000 PSI/6.0 SACK 20% FA/PG/AD
SLUMP 5.5” +/-1”
MIX NAME | MIX#GC-113 |
---|---|
# TOTAL CEMENTATIONS MATERIAL | 564 |
% FLY ASH (BY WT. OF TOTAL) | 20% |
POUNDS COURSE AGG. /YD. | 1700 Pounds |
% COARSE AGG. #1 OF TOTAL C.A. | 0% |
% COARSE AGG. #2 OF TOTAL C.A. | 100% |
AIR CONTENT +/- 1% (Including Entrapped Air) | 1.5% |
GALLONS WATER / CU. YD. (S.S.D.) | 36.0 Gallons |
WATER REDUCER DOSAGE / CWT. | 8.0 OUNCES / CWT |
Materials | Specific Gravities | Weight # 1CU. Yd. SSD | ABS Vol. 1 CU. Yd. |
---|---|---|---|
CEMENT ASTM C150 | 3.15 | 526 | 2.678 |
FLY ASH ASTM C618 | 2.7 | 132 | .0781 |
#1) 1.0” to #4 crushed limestone | 2.68 | 0.000 | |
#2) 1.0” to #4 native gravel | 2.67 | 1200 | 7.203 |
NATURAL SAND | 2.5 | 1840 | 11.128 |
WATER 36.00 GALLON | 1 | 299.9 | 4.806 |
ADMIXTURE: PROMIX MR | 5.26 OZ | 0.000 | |
ADMIXTURE: PROMIX AIR | 0.0 OZ | 0.000 | |
* INCLUDES ENTRAPPED AIR | 1.5% | .405 | |
ADMIXTURE | 0.0 | 0.000 | |
ADMIXTURE | .0. | 0.000 | |
Total | 3998 Lbs. | 27.00 |
GAT/ater Sack | 5.14 |
Fresh Unit Weight | 148.07 |
WATER CEMENT RATIO ## | .46 |
COARSE AGG. AS % TOTAL AGG. | .39 |
TEMPERATURE RANGE | 40 to 100 °F |