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Asbury Manor-LR 9710290CT--29--97 WE~ ~2 :~5 PM REDI--MIX. I~. 817 485 5985 P. 02 ""' CoNcRETE) CONCRETE MIX DESIGN #110 CLIENT: M B STRUCTURES October 29, 1997 PROJECT: ASBURY LOCATION: COPPELL, TEXAS MIX #1 I0 DESIGN SPECIFICATIONS: COG / CLASS "A" REQUIRED STRENGTH: $000 PS! ~ 28 DAYS CEMENT: ASTM C150 TYPE I/II MAXIMUM PLACEMENT SLUMP: 4 INCH COARSE AGGREGATE: ASTM C33 SIZE NO.57 AIR ENTRAliN~NG ADMIXTURE: ASTM C260 WATER REDUCI~NG ADMIXTURE: ASTM C494CI-YPE D) WATER/CEMENTITIOUS RATIO: 5.50 GAIJSACK MATERIALS: ONE CUBIC YARD WEIGHTS (SSD) VOLUMES CEMENT: 470 LBS 2.39 COARSE AGGREGATE: ]964 LBS IL75 FINE AGGREGATE: 1286 LBS 7.84 WATER: 229 LBS 3.67 ADMIX~IURE ASTM C260: 1.8 OZ~ 1.35 ADMIXTURE ASTM C494: 14.1 0/05 -27.00 CF' PLEASE NOTE ASTM C94 STANDARD SPECIFICATIONS FOR READY MLXED CONCRETE STATES AS FOLLOWS: "WHEN THE CONCRETE STRENGTH IS USED AS A BASIS FOR ACCEPTANCE, THE MANUFACTURER SHALL BE EN~I-I-LED TO COPIES OF TEST REPORTS.. TI-IE [NIIIVIDUAL WHO SAMPLES AND TESTS CONCRETE MUST BE CERTWIED ACI LEVEL I." ADDITIONAL WATER ADDED IN EXCESS OF SPECIFIED SLUMP IS AT CUSTOMERS RISK. TO ENSURE PROPER DESIGN ORDER BY MIX #Il0 GARY L. H~RRON TECH~iCAL SERVICES ~NL~NAGER REDI-MIX, Inc. GENERAL OFFICE/1445 MacArthur Drive, St,rife 136, Cer~'olllOn, Texas 75007 PHONE: (972) 242-4550 FAX. (97'2) 3~3-07S9 0CT--29--97 _WED ..02 :~5 PM REDI--MIX, INCo 817 485 5985 P. ~ .¢DI~MIx CONCRETE MIX DESIGN #729 CLIENT: M B STRUCTURES October 29, 1997 PROJECT: ASBURY LOCATION: COPPELL, TEXAS MIX #729 DESIGN SPECIFICATIONS: 6.0 SACK REQUIRED STRENGTH: 4000 PSI ~ 28 DAYS CEMENT: ASTM C!50 TYPE I/H MAXIMUM PLACEMEI~IT SLUMP: 4 ~NCH COARSE AGGREGATE: ASTM C33 SIZE NO.57 WATERICEMENTITIOUS RATIO: 0.50 LB/LB MATERIALS: ONE CUBIC YARD WEIGHTS (SSD) VOLUMES CEMENT: $64 LBS 2.87 COARSE AGGREGATE: 1858 LBS 11.15 FINE AGGREGATE: 1388 LBS 8.46 WATER~ 282 LBS 4.52 27.00 CF PLEASE NOTE ASTM C94 STANDARD SPECIFICATIONS FOR READY MIXED CONCRETE STATES AS FOLLOWS: "WHEN THE CONCRETE STRENGTH IS USED AS A BASIS FOR ACCEPTANCE, THE MANUFACTURER SHALL BE ENTITLED TO COPIES OF TEST REPORTS.. THE ~NDIVIDUAL WHO SAMPLES AND TESTS CONCRETE MUST BE CERTIFIED ACI LEVEL 1." ADDITIONAL WATER ADDED E~ EXCESS OF SPECIFIED SLUMP IS AT CUSTOMERS RISK. TO ENSURE PROPER DESIGN ORDER BY MIX #729 GARY L~ HERRON TECHNICAL SERVICES MANAGER REDI-MIX, Inc. GENERA[.OFFICFJ144.5 Mac^rthur Drive, Suite 136. Carrorlton, Texas 75007 PHONE: (972) 242-4550' FAX: (972) 323-07'59 0CT--29--97 WED 82:86 PM REDI-MIX. INC. 817 485 5985 P. 84 MIX DESIGN Client: ~ ~ ~-r~_.~.o,~n"-,oP,.~$ Date Requested. .~.~j-' ~'ob Name: _ /~_ ~ ;:-_~ ~ ~ Dat~ Required :__ Location:.. ~ p o ~_ ~g '- ~x No. J ~x ~o. M~x ~o. "M~X NO. ~ NO. ~ SACKUlN- ~ ~ I .- i .-. MAX ~G, / ~ ' /~' ,. ...... ~ AIR % ; w-~ ~ . W)c ~T.~ ~' _ .. ,~x '~i -,-' ~POINT ~ ~ -- -r ASH % ~ ' Requested By: