Loading...
Valley R Baptist 2-LR030204CONCRETE COMPRESSIVE STRENGTH TEST lferrX JIL-1111.1 acon Report Number: 94021265.0084 8901 carpenter Frwy, Ste #100 Service Date: January 3, 2003 Dallas, Texas 75247 (214) 630 -1010 Client: Valley Ranch Baptist Church Report Date: February 04, 2003 Attn: Robert Feille Project: Valley Ranch Baptist Church 1501 East Belt Line Road 1501 East Belt Line Rd Coppell TX 75019 Coppell, TX Project Number: 94021265 Material Information Specified Strength: 4000 psi @ 28 Days Batch Time: 1:35pm Plant: 3 Supplier: -MC Truck No: 821 Ticket No: 3154322 Mix I.D. No.: 855 Sample Information Sample Time: 2:15pm Date Cast: January 3, 2003 Technician: Christopher D. Harbour Weather Conditions: Accumulative Yards: 30 Placement Method: Sample Locations: See placement location Placement Location: Middle of grade beam for the retaining wall Sample location: Grade beam @ column line H along with grade beam for retaining wall at walk through fromSanctuary to Fellowship Hall Field Test Data Test Slump, inches: Air Content, %: Concrete Temperature,° F: Ambient Temperature, 0 F Plastic Unit Weight, pcf: Laboratory Test Data Result 4.25 1.9 62 59 Set Specimen Diameter Area No. ID (inches) ( sq. inches 1 1 6.00 28.27 1 2 6.00 28.27 1 3 6.00 28.27 Specification 3 -5 N/A Test Method ASTM C -143 ASTM C -231 ASTM C1064 ASTM C -1064 Age at Maximum Compressive Date Tested Test (days) Load (Ibs) Strength (psi) 01/10/2003 7 102,620 3,630 01/10/2003 7 102,080 3,610 Average 3,620 01131/2003 28 140,840 4,980 The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. o , LL w�o,.F,,,,,. x., Page 1 of 2 CONCRETE COMPRESSIVE STRENGTH TEST Client: Valley Ranch Baptist Church lferr�acon Project Number:94021265 R Number: 94021265.0084 Laboratory Test Data Set Specimen Diameter Area No. ID (inches) ( sq. inches 6.00 28.27 Age at Maximum Compressive Date Test Load Strength Tested (days) (lbs) (ps 01/31/2003 28 124,440 4,400 Average 4,690 Services - Obtain samples of fresh concrete at the placement locations, perform reguirea theta tests ana cast cunipicamvo strength samples. Technician: Christopher D. Harbour Report Distribution: HBC erracon (1) Inc (1) City of Coppell - Bldg Insp Rog (1) Rogers- O'Brien Construction Co. (1) Valley Ranch Baptist Church Reviewed by (1) Brockette Davis Drake Hussein H. Abusaad, P.E. (1) City of Coppell - Constr Insp Senior Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. 1 ,- U .,p o ,. 1 —k„ Page 2 of 2