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<br />'E&r JAB tNe. <br /> <br />GEOTECHNICAL & MATERIALS <br />ENGINEERING, TESllNG & INSPECllON <br />P.O BOX 15732. TAMPA, FL.ORlDA 33684. 813/872,7821 <br /> <br />CONCRETE STRENGTH TEST <br />(ASTM C 39 - 6" X 12" CYLINDERS) <br /> <br />PROJECT: Zephyrhills Police Station <br /> <br />DATE: <br /> <br />April 9, 2003 <br /> <br />PROJECT NO: <br /> <br />TI.-8557 <br /> <br />CLIENT: <br /> <br />Princeton Construction Company, Inc. <br /> <br />LAB NO: <br /> <br />65888 <br /> <br />SAMPLING DATA <br /> <br />LOCATION OF CONCRETE: <br /> <br />Slab on Grade - 60' S. and 20' W. ofNE comer of building <br /> <br />SAMPLED: <br /> <br />DATE: <br />TIME: <br />BY: <br /> <br />4/02/03 <br />8:10 a.m, <br />KJ - Test Lab, Inc. <br /> <br />BATCH TICKET INFORMATIOl" <br /> <br />TEMPERATURE: AIR: <br />MIX: <br /> <br />65 of <br />70 of <br /> <br />TRUCK NO: <br />TICKET NO: <br />PLANT: <br />STRENGTH: <br />MIX: <br />CUBIC YARDS: <br />TIME BATCHED: <br /> <br />6242 <br />23404057 <br />RMC Ewell #234 <br />3000 psi <br />95605 <br />10 <br />7:36 a.m. <br /> <br />SLUMP: 7-1/4 <br /> <br />INCHES <br /> <br />AIR CONTENT: <br /> <br />(II <br />/l> <br /> <br />WATER ADDED: <br />(AT JOB SITE) <br /> <br />DATE RECEIVED AT LABORATORY: <br /> <br />GALS/ <br /> <br />]0 <br /> <br />Cy <br /> <br />4/03/03 <br /> <br />TEST DATA <br /> <br />SET <br />NO, <br />6- A <br />B <br />C <br />D <br /> <br />AGE t DATE <br />I (days) ! TESTED <br />"7 4/09 <br />28 4/30 <br />28 4/30 <br />R <br /> <br />CURING i <br />METHOD i <br />FL <br />FL <br />FL <br />FL <br /> <br />TOTAL <br />LOAD (lbs,) <br />81.500 <br /> <br />IDIAMETER! AREA STRENGTH TYPE <br />i (in. ) I (sq, in,) FAILURE i <br /> (PSI) <br /> 5.99 28,]7 2890 SH <br /> <br />REPORTS TO: <br />Princeton Construction Company, Inc. <br />Ann: M~. Larry Barker <br /> <br />(2) <br /> <br />CURlNG: L-LAB: A-AIR: F-FIELD: <br />FL-FIELD & LAB: U-UNKNOWN <br />TYPE OF FAILURE: SH-SHEAR: SC-SHEAR CONE <br />SP-SPLIT: ..OTHER <br /> <br />ak/65888.6 <br /> <br />;J~t1{~. <br />