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<br />/ <br /> <br />CONCRETE STRENGTH REPORT <br />Florida Testing & Environmental, Inc. <br /> <br />... <br /> <br />P,O, BOX 5603 Lakeland, Florida 33807 . Telephone (941)648-1000 <br />. Fax (941 )648-4799 <br />COMPRESSIVE STRENGTH OF TEST CYLINDERS <br />X CONCRETE 0 SOIL CEMENT 0 CUBES <br /> <br />October 24, 1997_ <br /> <br />Client <br /> <br />Bollenbach Builders <br /> <br />Date: <br /> <br />Client Address:_3784 Tampa Road <br /> <br />Project No:_97-3002 <br /> <br />Project Name: Matt Stone <br />Location:_Zephyrhills <br /> <br />DESIGN DATA <br /> <br />Supplier:_Ewell_Mix Design:_S092778_Specified Strength:_ 4000_Psi in_28_days <br /> <br />Slump:_6.0_inches Air Content N/A_% Modifications:_#89 CPM 20% FA <br /> <br />FIELD DATA <br /> <br />Location of Pour:_Building Pad <br /> <br />Truck No:_168 <br /> <br />Batch Time:_1 :20 <br /> <br />No. Of Cyl. Molded:__ 4 <br /> <br />Ticket No:_ 417778 <br /> <br />Time Sampled:_2:00 <br /> <br />Slump: <br /> <br />6 <br /> <br />Inches <br /> <br />Size of Load:_10_cu.yd. Concrete Temp.:_90_ OF. Air Content_N/A % <br /> <br />Sampled By:_Chris_._ Air Temperature:_88_ of. Water Added <br /> <br />Date Molded:_9-25-97 _ Weather:_CloudLRain_ <br /> <br />on Job, gal.:_none <br /> <br />Date Received: <br /> <br />COMPRESSIVE STRENGTH <br /> <br />SPECIMEN NO. DATE AGE TOTAL LOAD COMPRESSIVE TYPE TESTED REMARKS <br /> TESTED DAYS LBS. STRENGTH PSI FRACTURE BY <br />2C -1 1 0-02 7 100,000 3540 Shear Chet D. <br /> -2 10-23 28 155,000 5480 Shear Chet D. <br /> -3 10-23 28 155,500 5500 Shear Chet D. <br /> -4 H <br /> <br /> <br />REMARKS: <br />REPORTS: 1: Addressee <br />1: Matt Stone <br />1: Ewell Industries <br />1: Pasco Co, Inspections <br />