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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 />'E&r -JAB INr- <br /> <br />GEOl'ECHNlCAL & MATERIALS <br />ENGINEERING, lESllNG & INSPEGTlON <br />P.o. BOX 15732. TAMPA, FLORIDA 3368<4. 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 />PROJECT NO: <br /> <br />CLIEl'l: <br /> <br />Princeton Construction Company, Inc. <br /> <br />LAB NO: <br /> <br />65887 <br /> <br />SAMPLING DATA <br /> <br />LOCATION OF CONCRETE: <br /> <br />Slab on Grade - 100' E, and 30' S, of!\.TVv' comer of building <br /> <br />SAMPLED: <br /> <br />DATE: <br />TIME: <br />BY: <br /> <br />4/02/03 <br />7:00 a.In. <br />K] - Test Lab, Inc. <br /> <br />BATCH TICKET INFORMATION <br /> <br />TRUCK NO: <br />TICKET NO: <br />PL~l\'T: <br />STRENGTII: <br />MIX: <br />CUBIC YARDS: <br />TIME BA TCHED: <br /> <br />TEMPERATURE: AIR: <br />MIX: <br /> <br />56 OF <br />69 OF <br /> <br />SLUMP: 7-114 <br /> <br />INCHES <br /> <br />AIR CONTENT: <br /> <br />0/0 <br /> <br />WATER ADDED: <br />(AT JOB SITE) <br /> <br />DA TE RECEIVED AT LABORATORY: <br /> <br />5 <br /> <br />GALS/ <br /> <br />5 <br /> <br />CY <br /> <br />4/03/03 <br /> <br />TEST DATA <br /> <br />SET <br />NO. <br />5- A <br />B <br />C <br />D <br /> <br />! AGE I DA TE I CURING I <br />! (days) : TESTED I METHOD i <br />I ..., I 4/09 i FL ! <br />I I <br />4/30 FL I <br />4/30 FL I <br /> <br />FL I <br />i <br />I <br />i <br />I <br />i <br /> <br />AREA <br />(sq, in,) <br />28,17 <br /> <br />TOTAL <br />LOAD (lbs,) <br />85.000 <br /> <br />28 <br />28 <br />R <br /> <br />!DIAMETERl <br />i ., i <br />: (ill,) : <br />I - 99 I <br />I)' i <br />I I <br />I ! <br />i I <br />! I <br />I i <br /> <br />April 9, 2003 <br /> <br />1L-8557 <br /> <br />6569 <br />'!3404049 <br />RMC Ewell #234 <br />3000 psi <br />95605 <br />10 <br />6:42 a,m. <br /> <br />I STRENGTH <br />I (psi) <br />! 3020 <br /> <br />TI'PE <br />F AlLURE <br />SH <br /> <br />REPORTS TO: <br />Princeton Construction Company, Inc. <br />Aim: Mr, laITY 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 />t/~fI/ ~ <br /> <br />TEST LAB, INC. <br /> <br />ak/65887 ,5 <br />
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