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<br />1E&r JAB INe: <br /> <br />GEOTECHMCAL & MAlERIALS <br />ENGINEERING, TESTING & INSPECTION <br />p,O, BOX 15732' TAMPA, FLORIDA 33684. 8131172.7821 <br /> <br />CONCRETE STRENGTH TEST <br />(ASTM C 39 - 6" X 12" CYLINDERS) <br /> <br />PROJECT: Zephyrhills Police Station <br /> <br />CLIENT: <br /> <br />DATE: <br /> <br />April 9,2003 <br /> <br />PROJECT NO: <br /> <br />TL-8557 <br /> <br />Princeton Construction Company, Inc. <br /> <br />LAB NO: <br /> <br />65889 <br /> <br />SAMPLING DATA <br /> <br />SAMPLED: <br /> <br />LOCATION OF CONCRETE: <br /> <br />Slab on Grade - 70' S, and 10' E, ofNW corner of building <br /> <br />DATE: <br />TIME: <br />BY: <br /> <br />4/02/03 <br />8:38 a.m, <br />KJ - Test Lab, Inc. <br /> <br />BATCH TICKET INFORMATION <br /> <br />TRUCK NO: <br />TICKET NO: <br />PLA1\"T: <br />STRENGm: <br />MIX: <br />CUBIC YARDS: <br />TIME BATCHED: <br /> <br />6575 <br />23404060 <br />RMC Ewell #234 <br />3000 psi <br />95605 <br />10 <br />8:03 a.m, <br /> <br />TEMPERATURE: AIR: <br />MIX: <br /> <br />68 OF <br />70 OF <br /> <br />SLUMP: 9-1/2 <br /> <br />INCHES <br /> <br />AIR CONTENT: <br /> <br />WATER ADDED: <br />(AT JOB SITE) <br /> <br />DATE RECEIVED AT LABORATORY: <br /> <br />0' <br />10 <br /> <br />GALS/ <br /> <br />10 <br /> <br />Cy <br /> <br />4/03/03 <br /> <br />TEST DATA <br /> <br />SET <br />NO <br /> <br />7- A <br /> <br />B <br />C <br />D <br /> <br />! AGE: DATE i CUlliNG i <br />i (days) I TESTED I METHOD! <br />!.., 4/09 FL <br />I <br />I 28 4/30 FL <br />/' 28 4/30 FL <br />R FL <br />I <br />I <br />I <br />I <br />I <br />j <br /> <br />STRENGTH, TYPE <br />(psi) iF AlLURE <br />2360 SH <br /> <br />TOTAL <br />LOAD (lbs.) <br />66.500 <br /> <br />IDIAMETER AREA <br />I (m' ,) . ( I <br />. sq. in, <br />5.99 28.17 <br /> <br />REPORTS TO: <br />Princeton Construction Company. Inc. <br />Ann: Mr. Larry Barker <br /> <br />ak/65889,-;- <br /> <br />(2) <br /> <br />CURING: L-LAB: A-AIR: F-FIELD: <br />FL-FIELD & LAB: U-UNKNO\.VN <br />TYPE OF FAILURE: SH-SHEAR: SC-SHEAR CON::: <br />SP-SPLIT: *-OTHER <br /> <br />~~!!/N~ <br />