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<br />.- <br /> <br />CONCRET~atR~~G~~U <br />REPORT t..,.~ >0", Of. , " I _-.. " 'J..~~- <br />..u.."::J ,..l.r...r;:. -'\,~ .......... . <br /> <br />;1",f..JJoO.:.~ll <br />, <br />,- <br />\I <br /> <br />i <br /> <br />" <br />? <br /> <br /> <br />i. <br />t;."'".... <br /> <br />...~ ~ ':' '.f10P <br />~,~ 'I" ~ . t,.' h,'~' '. <br />1','" II' 0'.. <br /> <br />alamo/saxena <br />consultants, inc. <br /> <br />geotechnical englneenng / materials testing I special inspections <br /> <br />. .' "i"~ (", ,."1,..., r.~ -'{I:.t <br /> <br />56151W~i~~~lithfgh~~y:;uites 1.3 Ilakeland, florida 33801 I 813 687 8800 <br /> <br />DATE MOLDED 19 SEPTEMBER <br /> <br />,lg3~ <br /> <br />D~E 1q nCTn~~R lqq4 <br /> <br />DATE RECEIVED 20 SEPTEMBER <br /> <br />,lg9~ <br /> <br />JOB NO. 94LI019 <br /> <br />LAB NO.le <br /> <br />CLIENT HINSON BUILDING CORPORATION <br />FLORIDA MEDICAL CLINIC <br />PROJECT <br /> <br />CONTRACTOR HINSON BUILDING CORPORATION <br /> <br />EWELL INDUSTRIES <br />CONCRETE SUPPLIER <br />MAIN ENTRANCE CANOPY FOOTINGS <br /> <br />TECHNICIAN <br /> <br />LOCATION OF POUR <br /> <br />3,000 <br /> <br />STRENGTH REQUIREMENT <br /> <br />PSI AT 28 DAYS <br /> <br />DESIGN MIX NO. <br /> <br />NO. "CYLINDERS <br /> <br />4 <br /> <br />SETNO. <br /> <br />1 <br /> <br />SLUMP 5 <br /> <br />INCHES <br /> <br />TEMP. CONCRETE <br /> <br />OF <br /> <br />TICKET NO. <br /> <br />TEMP. ATMOSPHERE <br /> <br />85 <br /> <br />OF <br /> <br />AIR CONTENT OF CONCRETE <br /> <br />10: 15AM <br />TIME BATCHED Truck No. <br />10:45AM <br /> <br />0/0 <br /> <br />UNIT WT. <br /> <br />LBS/CU. FT. <br /> <br />Water added on job <br /> <br />gals. Water Authorized By <br /> <br />14 <br /> <br />xxx <br /> <br />QUANTITY REPRESENTED <br />THREE M <br /> <br />CU. YDS. <br /> <br />TIME SAMPLES MOLDED <br /> <br />CYLS. DELIVERED BY A S C <br /> <br />CYLINDER NO. TEST AT DAYS DATE TI:STED TOTAL LOAD LBS. COMPRESSIVE TYPE REMARKS <br />STRENGTH PSi FRACTURE <br /> A 7 b9/26/94 82,000 2,880 5 FDOT <br /> B 28 ~0/17/94 98,000 3,440 ':I ASTM <br /> "'" <br /> C 28 ~0/17/94 101,000 . 3,560 3 ASTM <br /> D HOLD HOLD <br />C>- <170NE ~ CONE r~J SHEAR P --: =1 ;PLIT I --'I~THER <br />'_. ~HEAR __ 3 <br /> <br />CONTRACTOR <br /> <br />OTHER <br /> <br />REMARKS:DIAMETER/AREA (INCHES) A=6.02/28.46, B=6.02/28.46, C=6.01/28.37 <br />NOTE: CYLINDERS WERE MOLDED BY CONTRACTOR <br /> <br />REPORT DISTRIBUTION: 1 :HINSON BUILDING CORPORATION BY: <br /> <br />