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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 />Client <br /> <br />Bollenbach Builders <br /> <br />Date: <br /> <br />October 22, 1997_ <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:_Floor of Machine Pit <br /> <br />Truck No:_342 <br /> <br />Batch Time:_1:55 <br /> <br />No. Of Cyl. Molded:_ 4 <br /> <br />Ticket No:_ 417686 <br /> <br />Time Sampled:_2:20 <br /> <br />Slump:_7.5 <br /> <br />Inches <br /> <br />Size of Load:_7 _cu.yd. Concrete Temp.:_90_ OF. Air Content_n/a. % <br /> <br />Sampled By:_Chad M._ Air Temperature:_92_ of. Water Added <br /> <br />Date Molded:_9-17-97_ Weather:_Partly Cloudy_ <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 />1 C -1 9-24 7 98,000 3470 Shear Chris S. <br /> -2 10-15 28 125,000 4420 Shear Chet D. <br /> -3 10-15 28 126,000 4460 <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 />