PA9702-LR 990621 (4)CONCRETE COMPRES sIVE STRENGTH TES _
8901 Carpenter Frwy., S~te ~1~
DnlI~ T~ 7~7
Date of Service: ~/03/1999 Repo~No.: 9915305 Re~rtDa~
06/21/1999
Client No.: COPPELL Proj~t No.: 94991118
Client: City of Co poll Proj~t: Cop~ll Aquatic~ecrea~on ~
Attn: BradReid
732 ~Forest 3~ Bl~k of P~kway Blvd
Cop~ll TX 75019 Cop~ll, Texa~. ~51
Service: Obtain samples of fresh concrete at ~e placement l~ations, ~o~ r~uir~ field test ~d cut
compressive s~ength samples.
PROJECT DATA
CO~rrRACTOa: Hisaw & Assoc. CONCRETE CLASS: N/A
CONCRE~ESVrrLma: N/A pLACEMENTDATE: 06/03/1999 BATCH TIME: 10:25arn
rLA~rr: N/A T~SAMP~En: ll:15am aV: ShaneSpinks
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Sullny, warm, windy
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (v) - Am N/A F CONCRETE: N/A r
SLtrMP: 3-5" TaVCK NO: N/A TICKET sO: N/A
AIR: 3-5% AreCONTENT(%): 3.1 UNrrWEIGHT(pci): N/A
TEST METHOD: ASTM C- 143 eLAcD, l~rr LOCATION:
Approach
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATn~ YARNS: xo
CYLINDER MEASURED MAXIMUM COMPRESSlYE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTt/RE
SET NO. (inr, hes) TESTED (days) (Ibs. force) (psi) TYPE
I 1 4.75 06/10/1999 7 126720 4480
1 2 4.75 06/10/1999 7 130650 4620
Avenge 4550
1 3 4.75 07/01/1999 28
I 4 4.75 07/01/1999 28
Sample location: North approach 10' south x 5' west of northeast corner.
Technician: Shane Spinks Started: 10:00arn Finished: l:00pm ~ ~
Engine nc.
Report Distribution:
(l) City of Coppelt (1) City ofCoppetl - Engineering
( I ) BrinkIcy SatSent Architects ( 1 ) City of Coppoll - Bldg. lnsp. Eug
(I) Turner ~agincers (1) City of Coppoll - Leisure Serv Dept Vice President
(I) Hisaw & Associates
This report is exclusively for the use of the client indicated above and shall no~ be reproduced except in full without die written approval of HBC Engineering, Inc.
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