COMPLIANCE INFO_2001-2005 - Laserfiche WebLink

Home Browse Search

KLEIN FELDERReportNo.: 1 an 2825 East Myrtle Street is Stockton CA 95205 CONCRETE CYLIN11 ER -COMPRESSIVE STRENGTH REPORT ASTM - -- - - Report Date: 05/01/01 Last Reissued on: Report To: Mr. Robert Castaneda Project No.: 20005901 Ref. No.: Geofon, Inc. Project: Geofon Inc. - Misc. Lab Testing 65 Quinta Court, Suite D - Contractor: Truck/Ticket: Sampled By: CLIENT Submitted By: CLIENT Curing Method: Cure Room Specimen Prep: Unbonded Weather: -'eld Cure Temp (°F) Hi: Lo: Wind (MPH) ald Cure Time: 24±4 hrs. Rh 2480 Laboratory Data Phase: N/A Permit No.: Reported to Kleinfelder Cement Type: Cement Factor (sk/cy): Max. Size Agg.(in.): Admixtures: Reported to Kleinfelder Measured Specified Slump(in.): Slump w/plasticizer(in.): Air Temperature (°F): Mix Temperature (°F): Air Content (%): Unit Weight (pcf): Batch Size (cy): Water Added (gal.) Time Batched: Time Sampled: Time in Truck: Sample Date Age Dimensions Area Ultimate Load Compressive Required Number Tested (days) j Diam. Ht. Len.(inz) (lbs.) Strength (psi) Strength (psi) 4052 A 4/27/01 s x 1 x 28.27 70000 2480 4052 B 4/30/TF-7 x 12 x 28.27 98000 347 All fractures were conical in nature unless noted otherwise. Remarks: Average 7 Day Strength (psi): 3470 Reviewed on 5/1/01 by:Al K. C. CRAWFO 5 LABORATORY MANAGER D Unless prior arrangements have been made, all HOLD specimens will be discarded if required strength is attained. As a mutual protection to our clients and ourselves, all reports submitted are the confidential property of our clients and authorization for publication of statements. conclusions, or extracts from out reserved pending our written approval,