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PA9702-LR000417 CONCRETE COMPR ' SIVE STRENGTH TES ?_ a division oflfl~'dC~t 8901 Carpenter Frwy., Suite #100 Dallas, Texas 75247 Date of Service: 04/06/2000 Report No.: 0009228 Report Date 04/17/2000 Client No.: COPPELL Project No.: 94991118 Client: CityofCo pell Project: CoppellAquatic/RecreationCtr Attn: Bra~PReid 732 DeForest 300 Block of Parkway Blvd Coppell TX 75019 Coppell, Texas/Prj. #96051 Services: ~btainsamp~es~ffreshc~ncreteatthep~acement~~cati~ns~perf~rmrequired~e~dtestandcast compressive strength samples. PROJECT DATA CONTRACTOR: Hisaw & Assoc. M~x I.n.: N/A CONCRETE SUPPLIER; Nelson Brothers PLACEIVIENTDATE: 04/06/2000 BATCHTIiVIE: 7:20am Pt~NT: N/A Tmn~ SAlVlPLED: 8115an1 BY: Conan Cantwell SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F)- Am 57 F CONCRETE: 68 F SLt~W: 5.0" Max TRUCK NO: 218 TICKET NO: 83578 AIR: 3-6% AIR CONTENT (%): 3.2 trNrr WEIGHT (per): N/A TEST METHOD: ASTM C- 143 PLACEMENT LOCATION: ASTM C-172 Pedestrian ~raffic area; northeast side of braiding ASTM C-39 SAMPLE LOCATION: 10' N, 25' W of NE bldg. comer REPORT OF TESTS ACCUMULATIVE YARDS: 10 CYLINDER MEASURED MAXIMLrM COMERESSIVE MARKED SLUMP DATE AGE LOAD STRENGT;I FRACTURE SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE 1, 1 5.00 04/13/2000 7 102130 3610 I 2 5.00 04/13/2000 7 103750 3670 Average 3640 I 3 5.00 05/04/2000 28 1 4 5.00 05/04/2000 28 Technician: Conan Cantwell Staffed: 7:00am Finished: 9:00am I"BC E6~I! Report Distribution: g~ IIIC. ( 1 ) City of Coppe 11 ( 1 ) City of Coppell - Engineering (1) BrinkIcy Sargent Architects (1) City ofCoppell - Bldg. insp. Paul D. Smith, P.E. (l) Turner Engineers (1) City of Coppell - Leisure Serv Dept Senior Project Engineer (1) Hisaw & Associates 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 HBC Engineering, Inc. 01LL Page 1 of 1 '!