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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 LABORATORY, INC. <br />Materials Testing and Engineering <br />P.O. Box 5267 <br />Hudson, Florida 34674 <br />(352)596-1092 <br /> <br />SLA~ <br />P 6/l ~It',.# q}qJ <br />I JOHN 5:13 <br /> <br />2 CHR 7:14 <br /> <br />FAX (727)856-0020 <br />Report No.: 007-25752 <br /> <br />Date of <br />Issue 1: 3/29/2000 <br />Issue 2: 4/19/2000 <br />Issue 3: 4/19/2000 <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, FI. <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 />189 <br /> <br />Delivery Ticket No. <br /> <br />725459 <br /> <br />Location of Pour: Slab - 49' North & 7' East of Southwest Corner of BUilding <br /> <br />Time Concrete w~s Sampled: <br /> <br />8:50 a.m. <br /> <br />Time Concrete was Batched: <br /> <br />8:20 a.m. <br /> <br />Size of Load: <br /> <br />10 <br /> <br />c.y. <br /> <br />Slump: <br /> <br />4.75 <br /> <br />inches. <br /> <br />Air Content: <br /> <br />Molding, Field Tests, and Field Data by: Mike Deery <br /> <br />N/A <br /> <br />percent. <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 3/22/2000 3/23/2000 3/29/2000 7 71,000 2570 3 6 x 12 <br />2 3/22/2000 3/23/2000 4/19/2000 28 104,500 3780 1 6 x 12 <br />3 3/22/2000 3/23/2000 4/19/2000 28 104,000 3760 2 6 x 12 <br />4 3/22/2000 3/23/2000 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=SPLlT <br /> <br />
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