PA9702-LR 991202CONCRETE COMPRE/7'3IVE STRENGTH TEST'
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 11/03/1999 Report No.: 9929637 Report Date
12/02/1999
Client No.: COPPELL ProjectNo.: 94991118
Client: City of Co pell Project: Coppell Aquatic/Recreation Ctr
Attn: Bra~PReid
732 DeForest 300 Block of Parkway BIrd
Coppell TX 75019 Coppell, Texas/Prj. #96051
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressire strength samples.
PROJECT DATA
CONTRACTOR: Hisaw & Assoc. CONCRETE CLASS: N/A
CONCRETE SUPPLIER: Nelson Brothers PLACEMENT DATE: 11/03/1999 BATCH TIME: 7:50am
PLANT: Lewisville TllVIESAMPLED: 8:23am BY: Joey Gordon
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear, cool
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 39 P CONCRETE: 52 F
SLUMP: 5.0" Max TRUCK NO: 211 TICKET NO: 79555
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGHT (pcf): N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Swimming pool/peanut pool center column 30
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See below
REPORT OF TESTS ACCUMULATIVE YARDS: 10
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (Ibs. force) (psi) TYPE
1 1 6.00 11/10/1999 7 68190 2410
1 2 6.00 11/10/1999 7 72370 2560
Average 2490
1 3 6.00 12/01/1999 28 104700 3700
1 4 6.00 12/01/1999 28 104030 3680
Average 3690
Sample location: 10 Feet west of far west side pool and 17 feet north of
southside of pool
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.
01IA. Page I of 2
CONCRETE COMPRE"";IVE STRENGTH TES
8901 Carpenter Frwy., Suite #100
, DaLlas, Texas 75247
Date of Service: 11/03/1999 Report No.: 9929637 Report Date
12/0~/1999
Client No.: COPPELL Project No.: 94991118
Client: City of Co pet1 Project: Coppell Aquatic/Recreation Ctr
Attn: Bra~PReid
732 DeForest 300 Block of Parkway Blvd
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
CONTRACTOR: Hisaw &Assoc. CONCRETE CLASS: N/A
CONCRETE SUPPLIER: Nelson Brothers PLACEMENT DATE: 11/03/1999 BATCH TIME: 8:39am
PLANT: Lewisville TFMESAMPLED: 9:03am BY: Joey Gordon
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear, cool
STRENOTH: 3000 psi @ 28 Days TEMEERATtYRE (n - Am 47 F CONCRETE: 60
SLUMP: 5.0" Max TRUCK NO: 224 TICKET NO: 79561
AIR: N/A AIR CONTENT (%): N/A U~aT WEIGHT (pet): 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 ACCtn~r~A~n~VAP~S: 10
CYLINDER MEASURED MAXIMIYM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lhs. force) (psi) TYPE
2 1 5.00 11/10/1999 7 59610 2110
2 2 5.00 11/10/1999 7 63040 2230
Avenge 2170
2 3 5.00 12/01 / 1999 28 98020 3470
2 4 5.00 12/01/1999 28 101200 3580
Avenge 3530
Sarap3. e l.ocat~_on: 30 Feet west o£ far west sS. de o£ pool and 13' north of seut:hsS. de
of pool.
Technician: Joey Gordon Started: 7:30am Finished: l l:00am ~ Engi~nc.
Report Distribution:
(I) City of Coppell (1) City ofCoppell - Engineering
(1) BrinkIcy Sargent Architects (1) City ofCoppell - Bldg. Insp. Eugene/eHarbour
(I) Turner Engineers (1) City ofCoppcll - Leisure Serv Dept Vice President
(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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