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00-9195
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00-9195
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Last modified
3/4/2009 4:15:38 PM
Creation date
9/7/2006 8:46:21 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
00-9195
Building Department - Name
KAUFFMAN,STUART
Address
6329 GALL BV
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<br />(727)856-5565 <br /> <br />HERNASCO TESTING LAHORA TORY, INC. <br />Materials Testing and Engineering <br />P.O. Box 5267 <br />Hudson, Florida 34674 <br />(352)596-1092 <br /> <br />S' L~G <br /> <br />2 CHR 7.'14 <br /> <br />I JOHN 5:13 <br /> <br />P(((I'^I'1..tf'1195 <br /> <br />FAX (727)856-0020 <br />Report No.: 007.25751 <br /> <br />Date of <br />Issue 1: 3/28/2000 <br />Issue 2: 4/18/2000 <br />Issue 3: 4/18/2000 <br />Issue 4: Hold <br /> <br />COMPREHENSIVE STRENGTH OF CONCRETE TEST CYLINDERS <br />To: Ryman Construction CC: Ryman Construction <br />37325 S.R. 54 West <br />Zephyrhills, FI. 33541 <br /> <br />Project: Florida Eye Care & Cataract Center <br />Location: Gall Blvd., Zephyrhills, Florida <br /> <br />Contractor: Ryman Construction <br />Supplier: Southdown, Inc. <br /> <br />CONCRETE DESIGN DATA <br />Specified Strength: 3000 p.s.i. <br /> <br />FIELD AND LAB DATA <br />Air Temp: N/A of <br /> <br />Truck No. <br /> <br />144 <br /> <br />Delivery Ticket No. <br /> <br />724887 <br /> <br />Location of Pour: Slab 30' North & 40' West of Southeast Corner of Building <br /> <br />Time Concrete was Sampled: <br />. . , . . ,t... <br /> <br />9:00 a.m. <br /> <br />Time Concrete was Batched: <br /> <br />7:30 a.m. <br /> <br />Size ofload: <br /> <br />N/A <br /> <br />c.y. <br /> <br />Slump: <br /> <br />4.50 <br /> <br />inches. <br /> <br />Air Content: <br /> <br />N/A <br /> <br />percent. <br /> <br />Molding, Field Tests, and Field Data by: Mike Deery <br /> <br />Representing: Hernasco Testing Lab., Inc. <br /> <br />CURING METHOD: LAB <br /> <br />CYLINDERS WERE MADE AND CURED ACCORDING TO ASTM C-31. <br />CYLINDERS TESTED ACCORDING TO ASTM C-39. <br /> <br />COMPREHENSIVE STRENGTH <br /> <br />CYLINDER DATE DATE DATE AGE (DAYS) TOTAL TEST TYPE OF SPECIMEN <br />IDENTIFICATION MOLDED RECEIVED TESTED LOAD (LBS) STRENGTH FRACTURE SIZE <br />SPECIMEN IN LAB (PSI) (HT. & DIA.) <br />1 3/21/2000 3/22/2000 3/28/2000 7 65,000 2350 3 6 x 12 <br />2 3/21/2000 3/22/2000 4/18/2000 28 97,000 3500 3 6 x 12 <br />3 3/21/2000 3/22/2000 4/18/2000 28 97,000 3500 2 6 x 12 <br />4 3/21/2000 3/22/2000 Hold 6 x 12 <br /> AVERAGE STRENGTH 28-DAY SPECIMENS <br /> <br />REMARKS: <br /> <br />LEGEND <br /> <br />1=CONE <br />2=CONE ~ SHEAR <br />3~SHEAR;~' ' <br />4=SPlIT <br />
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