Coppell Comm 1R3-CS040429 (2)&M AOOEN
ILLEr-I
NER&I- CONTflAc"rc)R~
9724811599
MCFADDEN & MILLER 9724011599 a 972504557D N0.885 PO1
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TXI ISRO~q.]XTARY AND ~:ON ,I~NTIA~
ADMtYOAEA r'CS j
Maximum Siz~ Coarse Aggr~gato:
Max/mum Water/Cement Ratio:
Cement/Cementifious Content:
Design Slump:
Air Entraining Agent:
Admixture:
1" - $$4 CRUSHED STONE
0.45? lbs/lb
564 lbs (per ctlbic yard)
4.00 inches
ASTM C-260
ASTM C-494 Type A or D
MATERIAL QUANTITIES PER 1.0 CUBIC YARD AT S.S.D
564 ~s.
1840Ihs.
1273
2581bs.
2.5to
ASTM C 150 TYPE YlI CEMENT
1" - ~.4 CRUSHED STONE
CONCRETE SAND
or 31.0 Gallons of Water
2.5 oz/cwt of ASTM C-494 Type D
Specified Air Content: 3.0% - 6.0%
Pla¢~ent Slump: 4.00 + or - 1.00 inches
Mix Design Proportions and specifications are confidential and proprietary trade scm'ets of TXI. Any Use
or dissemination without permission is a violation of federal criminal law.
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