PA9702-LR 990804 TE
CONCRETE COMPRL SIVE STRENGTHS
8901 Carpenter l~vy., Suite #100
Dallss~ Texss 75247
Date of Service: 07/15/1999 Report No.: 9919211 Report Date
08/04/1999
Client No.: COPPELL Project No.: 94991118
Client: City of Co II Project: Coppell Aquatic/Recreation Ctr
Arm: Bra~id 300 Block of Parkway Blvd
732 DeForest
Coppell TX 75019 Coppell, Texas/Prj. #96051
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
co~n~c~on: Hisaw & Assoc. coNcn~ CLASS: N/A
coNcREr~sum'Ln~n: Nelson Brothers PLaCEMENT DATE: 07/15/1999 BATCH TIME: N/A
pk~r~r: 1 TIM~SAM~LED: 4:15am BY: DarrinPhillips
SPECIFICATION REQUIREMENTS WEATHER CONDrrlONS: Clear
S~NG~m: 4000 psi @ 28 Days TEM~En~ (~- Ant 76 F CONCngT~: 81 F
SLUM~: 5.0" Max TRUCKNO: 207 TICKEr NO: N/A
Ant: 3-6% AmCONTgSr(~): N/A u~rrwEI~n~r(pef~: N/A
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
Noahwest f~ lane paving
ASTM C-172
ASTM C-39
SAMI'LE LOCATION: See b~low
P EPORT OF TESTS 30
CYLINDER MEASURED MAXIMUM COMERESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (ine, hes) TESTED (dsys) (Ibs. foree) (psi) TYPE
I 1 5.50 07/22/1999 7 126220 4460
1 2 5.50 07/22/1999 7 125860 4450
Average 44~0
1 3 5.50 08/12/1999 28
1 4 5.50 08/12/1999 28
Sample location: 40 Yards north and 5 yards east from the northwest corner of the
aerobics building
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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CONCRETE COMPREC S:IVE STRENGTH TESC
8901 Carpenter Frwy. Suite #100
Dallas, T~ 75~7
Date ofSe~ice: 07/15/199~ Re~ No.: 9919211 Re~ Da~
08/~/1999
Client No.: COPPELL Proj~t No.: 94991118
Client: City of Co ~11 Proj~t: Cop~ll Aquatic~ecrea~on CW
Attn: Bra~Reid 3~Bl~kofP~kwayBlvd
732 ~Forest
Coppell TX 75019 Cop~ll, Texa~. ~51
Services: Obmin samples of ~esh concrete at ~e placement l~ations, ~ffo~ requ~ed ~eld test and cast
comp~ssive s~eng~ samples.
PROJECT DATA
CONTRACTOR: Hisaw & Assoc. CONCRETE CLASS: N/A
CONCRETESUPPLmR: Nelson Brothers pLACEMENT DATE: 07/15/1999 RATCHTmlE: N/A
pLANT: 1 TIME SAMpLED: 6:00am BY: Darrin Phillips
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear
STRENGTH: 4000 psi @ 28 Days TEr, WE~ATInt~ 0?) - Am 75 F CONCreaTE: 80 F
SLtV~W: 5.0" Max TEUCK NO: 223 TICKET NO: N/A
AIR: 3-6% AreCONTENT(%): N/A UNrrWEiGHT(pd): N/A\
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
See page 1
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 130
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (Ib~ force) (psi) TYPE
2 1 5.00 07/22/1999 7 106410 3760
2 2 5.00 07/22/1999 7 103020 3640
Average 3700
2 3 5.00 08/12/1999 28
2 4 5.00 08/12/1999 28
Sample location: 45' East and 15' north from northeast conrer of swimming pool
Technician: Darrin Phillips Started: 3:30am Finished: 10:00am I'~ E~ng, Inc.
Report Distribution:
( 1 ) City of Coppoll ( 1 ) City of Coppc 1l - Engi neering
(1) BrinkIcy Sargent Architects (1) City ofCoppcll - Bldg. Insp.
( 1 ) Turner Engineers ( 1 ) City of Coppcll ~ Leisure Serv Dept f~ Eugene Harbour
Vice President
(I) Hisaw & ASsociates
This rep~t is exclusively for the use of the client indicated above and shall not be x~produced except in full without the written approval of HBC Engineering, Inc.
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