PA9702-LR 990713CONCRETE COMPRE , IVE STRENGTH TES _
8901 Carpenter ierwy., Suite gl00
Dalla,, Texans 75247
Date of Service: 06/14/1999 Report No.: 9916284 Report Date
07/13/1999
Client No.: COPPELL Project No.: 94991118
Client: City of Co pell Project: Coppell Aquatic/P, ecrcation Ctr
Attn: Bra~Reid
732 DeForest 300 Block of Parkway Blvd
Coppell TX 75019 Coppe11, Tcxas/Prj. #96051
Services: ~btainsamp1cs~ffreshc~n~rcteatthep~a~ement1~ati~ns~p~rf~rrnrequired~e1dtestandcast
compresslye strength samples.
PROJECT DATA
CONTRACTOR: I-[isaw & Assoc. CONCRETE CLASS: 6 Sack
CONCRETE SUPPLIER: Nelson Brothers PLACEMENT DATE: 06/14/1999 BATCH TIME: ll:44am
PLANT: Lewisville TIMESAMPLED: 12:35pm EV: MikeOdom
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly cloudy
STRENGTH: 4000 psi ~ 28 Days TEMPERATURE (F)- AIR 85 F CONCRETE: 85 F
SLUMP: 4-6" TnUC~CNO: 217 TICK~XNO: 73398
Am: N/A AIR CONTENT (%): N/A UNIT WEIGHT (Pc0: N/A
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
pier information and technician time: See Report #9916283
ASTM C-172
ASTM C-39
SAMPLE LOCATION: B.I 26, 18
REPORT OF TESTS ACCUMULATIVE YARDS: 50
CYLINDER MEASURED MAXIMUM COMPRESSWE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. {inches) TESTED (days) (Ibs. force) (psi) TYPE
l 1 4.50 06/21/1999 7 112260 3970
I 2 4.50 06/21/1999 7 110950 3920
Average 3950
1 3 4.50 07/12/1999 28 155600 5500
1 4 4.50 07/12/1999 28 146800 5190
Average 5350
Technician: Mike Odom Started: 12:00pro Finished: 5:00pro H]C E~ri!!g, Inc.
Report Distribution:
(1) city of Coppell (1) City of Coppell - Engineering
(I) BrinkIcy Sargent Architects (1) City of Coppell - Bldg. Insp. Paul D. Smith, P.E.
(1) Turner Engineers (I) Ci[y of Coppe~l - 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.
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