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03-1823
Zephyrhills
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2003
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03-1823
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Last modified
3/6/2009 3:09:41 PM
Creation date
12/5/2006 11:17:38 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
03-1823
Building Department - Name
CITY OF Z-HILL
Address
6118 8TH ST
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<br />~f~ <br />,~ <br /> <br />CONCRETE STRENGTH TEST <br />(ASTM C 39 - 6" X 12" CYLINDERS) <br /> <br />1eST Ia!i! INt: <br /> <br />GEOTECHNICAL & MATERIALS <br />ENGINEERING, TESTING & INSPECTION <br />P.Q, BOX 15732' TAMPA, FLORIDA 33684. 813/872-7821 <br /> <br />PROJECT: Zephyrhills Police Station <br /> <br />DATE: <br /> <br />April 9,2003 <br /> <br />PROJECT NO: <br /> <br />TL-8557 <br /> <br />CLIEl\TT: <br /> <br />Princeton Construction Company, Inc, <br /> <br />LAB NO: <br /> <br />65886 <br /> <br />SAMPLING DATA <br /> <br />LOCATION OF CONCRETE: <br /> <br />Slab on Grade - 5' E, and 10' S. of'!\i"W corner of building <br /> <br />SAMPLED: <br /> <br />DATE: <br />TIME: <br />BY: <br /> <br />4/02/03 <br />9:15 a.m, <br />KJ - Test Lab, Inc. <br /> <br />BATCH TICKET INFORMATIOl'\ <br /> <br />SLUMP: '7 <br /> <br />INCHES <br /> <br />TRUCK NO: <br />TICKET NO: <br />PLANT: <br />STRENGTH: <br />MIX: <br />CUBIC YARDS: <br />TIME BA TCHED: <br /> <br />6479 <br />23404042 <br />RMC Ewell #234 <br />3000 psi <br />95605 <br />10 <br /> <br />TEMPERATURE: AIR: <br />MIX: <br /> <br />47 of <br />70 of <br /> <br />AIR CONTEI'IT: <br /> <br />5:34 a.m <br /> <br />0/0 <br /> <br />WATER ADDED: <br />(AT JOB SITE) <br /> <br />DA TE RECEIVED AT LABORATORY: <br /> <br />GALS/ <br /> <br />10 <br /> <br />CY <br /> <br />4/Q3/03 <br /> <br />TEST DATA <br /> <br />SET <br />NO. <br />4- A <br />B <br />C <br />D <br /> <br />: AGEl: DATE i CURING i <br />i (days) ,TESTED I METHOD I <br />. 7 i 4/09 I Fl <br />I I <br />I 4/30 I FL <br />II 4/30 I FL <br />I FL <br />I I <br />I I <br />I I <br />I I <br />i I <br />i <br /> <br />TOTAL <br />LOAD (lbs,) <br />91.500 <br /> <br />DIAMETERI AREA <br />I <br />(in.) i (sq, in,) <br />5,99 28,1/ <br /> <br />STRENGTH: TYPE <br />I <br />(psi) I FAILURE <br />3250 SH <br /> <br />28 <br />28 <br />R <br /> <br />REPORTS TO: <br />Princeton Construction Company. Inc. <br />Ann: Mr. Larry Barker <br /> <br />(2) <br /> <br />CURING: 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/65886.4 <br /> <br />J~1ILL <br /> <br />\ TEST LAB, INC. <br />
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