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Client • Job N 77 ;S~_ n <br />^ <br />~ng ewoo , <br />olorado 'l'est By R!: <br />Project Battle hlountain Gold-San Luis Project Location of TestF'i.n!; wall., <br />San Luis, Colorodo Tanl: ;% 1 first lift <br />~ncrete Supplier SF!Ri•i Ccment Type - <br />'iruck No. 328 Slump 2 lj4 inches <br />Ticket No. 6153 Air Content - 9 <br />Date of Test 6-6-90 Temperature - °F. <br />Mix, Proportions Atie 332 Test @ _'..5 of 7.5 /7.5 accu!yds. <br />28 day required strength 4000 nsi. Water Added 26 gallons <br /> <br />6" x 12" Avg. Cyl. Cross- Unit Total UniC <br />Cylinder Diameter Sectional Weight Load Stress Break Break Age <br />No. (in.) Area (in.') (pcf) (lbs.) (psi) Type Date (days) <br />Msc-7 <br />A 6.011 28.36 145 123,000 4340 CM 6-13-90 7 <br />B 6.035 28.60 144 136,500 4770 CM G-20-90 14 <br />C 6,013 28.35 144 138,000 4870 CM 7-5-90 29 <br />D 6.024 28.49 144 141,000 4950 CM 7-5-90 29 <br />E Res. <br />. <br />,.~T ~ <br />Remarks: i '' <br />-~..~.~_..~ . ? _..Jcn <br />Distribution: Final report will include data for all <br />c: LD - Colo. Springs, Colo. cylinders, and will be sent after the <br />Southwest Ready-Plix, Inc. 28 day break. <br />These L'ests were made e.ccording to <br />ASTM, PHA, ACI or other applicable <br />agency tesC method. Tfis Laboratory <br />cannot be responsible for any <br />interpretation of the test results by <br />'Does not mee[ required strength, other than Laborator}' personnel. <br />Break Types: LINCOLN-DeVORE, Iii. r <br />CM - Conical Mortar Break <br />CA - Conical Aggregate Break <br />V -Shear Break ~_ -' <br />By: <br /> LINCOLN OLORADO: COLORADO SPRINGS <br />CONCRETE TEST REPORT I <br />L~ DeVORE GRAND JUNCTION, PUEBLO , <br />f ENGINEERS <br />STS <br />O <br />i <br />GI <br />GEOL <br />