PA9702-LR 99081830NCRETE COMPRES IVE STRENGTH TESI/'
EN(31NEERIrt3, INC.
8901 CarpcRier Frwy., Suite #100
Dallas, Texas 75247
)ate of Service: 07/19/1999 Report No.: 9919534 Report Date
08/18/1999
Client No.: COPPELL Project No.: 94991118
Client: City of Co pell Project: Coppell Aquatic/Recreation Ct~
Attn: BraX*PReid 300 Block of Parkway Blvd
732 DeForest
Coppell TX 75019 Coppell, Tcxas/Prj. 4/96051
Services: Obtainsamp~es~ffr~shc~ncr~t~atthcp~accmcnt~ocati~ns~p~rf~rmr~quir~d~c~dt~standcast
compressive strength samples.
PROJECT DATA
CO~rrRACTOR: Hisaw & Assoc. CONCRETE CLASS: N/A
CONCRETE SUPPLIER: Nelson Brothers PLACEMENT DATE: 07/19/1999 BATCH TIME: 3:47am
PLANT: N/A TIMESAMPLED: 4:30am BY: Lee Savage
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: WarIt1
STRESGTH: 4000 psi @ 28 Days T~MPEnATURE (F) - AIR 78 v CONCRETE: 94 F
SLUMP: 3-5" TRUCK V40: 224 TICKET NO: 75154
AIR: 3-~% AIR COnfrONT (~): 4.2 vsrr w~foh~r (p~: N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Paving
ASTM C-172
ASTM C-39
SAMPLE LOCATION: 100' N, 5' E of W approach
REPORT OF TESTS ACCt~A~VE vAnns: 10
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (Ib~ force) (psi) TYPE
I 1 4.00 07/26/1999 7 146300 5170
1 2 4.00 07/26/1999 7 134260 4750
Average 4960
I 3 4.00 08/16/1999 28 171060 6050
1 4 4.00 08/16/1999 28 161510 5710
Average 5880
This report is exclusively for the use of the client indicated above and shall not bc reproduced except in full without the writZen approval of HBC Engineering, Inc.
ONCRETE COMPRESr IVE STRENGTH TES(
89~1 Carpenter Frwy, Suite #100
DglI~ Texas 75247
)ate of Service: 07/19/1999 Report No.: 9919534 Report Date
08/18/1999
Client No.: COPPELL Project No.: 94991118
Client: City of Co pell Project: Coppell Aquatic/Recreation Ctr
Attn: BrahPReid 300 Block of Parkway Blvd
732 DeForest
Coppell TX 75019 CopFell, Texas/Prj. #9605 1
Services: ~btainsamp~es~ffreshc~ncreteatthep~acem~nt~~cati~ns~Fe~~nnrequired~e~dtestandcast
compressive strength samples.
PROJECT DATA
CONTRACTOU: Hisaw & Assoc. CONCRETE CLASS: N/A
CONCRETE SUPPLIER: Nelson Brothers PLACEMENT DATE: 07/19/1999 BATCH TIME: 5:12am
PLANT: INI/A TIME SAMpLED: 5:50am BY: Lee Savage
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Warffl
STRENGTH: 4000 psi @ 28 Days TEMPERATURE (F)- AIR 78 F CONCRETE: 94 F
SLUMI': 3-5" TRUCK NO: 221 TICKET NO: 75165
AIR: 3-6% Are CONTENT(%): 4.0 USrrWEtaUT(pc0: N/A
TEST METHOB: ASTM C- 143 PLACEMENT LOCATION:
See page 1
ASTM C-172
ASTM C-39
SAMPLE LOCATION: 100' N, 100' E of W approach
REPORT OF TESTS ACCUMULATIVE YARDS: 10
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 1 5.00 07/26/1999 7 131500 4650
2 2 5.00 07/26/1999 7 127700 4520
Average 4590
2 3 5.00 08/16/1999 28 140800 4980
2 4 5.00 08/16/1999 28 141350 5000
Average 4990
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.
CONCRETE COMPRE (" olVE STRENGTH T S(' '
E
8901 Carpenter Fnvy., Suite #100
Dallas, Teus 7S247
Date of Service: 07/19/1999 Report No.: 9919534 Report Date
08/18/1999
Client No.: COPPELL Project No.: 94991118
Client: City of Co pell Project: Coppell Aquatic/Recreation Ctr
Attn: Bra~Reid 300 Block of Parkway Blvd
732 DeForest
Coppell TX 75019 Coppell, Texas/Prj. ~96051
Services: Obtainsam~es~ffreshc~ncreteatthep~acementl~cati~ns~perf~rmr~quired~e~dtestandcast
compressive strength samples.
PROJECT DATA
CONTRACTOR: Hisaw & Assoc. CONCRETE CLASS: N/A
COSCP, WrtSUPPLmR: Nelson Brothers PLACEMENT DATE: 07/19[1999 BATCH TIME: 6:10am
el,ANT: N/A TIME SAMPLED: 7:50a/11 BY: Lee Savage
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: WalTiI
STRENGTH: 4000 psi @ 28 Days TEMPERATURE (t*)- Am 80 F COSCRETE: 96 F
SLtr~W: 3-5" TRUCK NO: 271 TICKET NO: 75194
AIR: 3-6% AIRCONTENT(%): 3.9 th'~rW~Oh"'r(Ff~: N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1
ASTM C-172
ASTM C-39
SAMI'LE LOCATION: 120' N, 130' E of W approach
REPORT OF TESTS ACCUMULATIVE YARDS: 10
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (11~ force) (psi) TYPE
3 1 5.00 07/26/1999 7 135010 4770
3 2 5.00 07726/1999 7 133570 4720
Average 4750
3 3 5.00 08/16/1999 28 160340 5670
3 4 5.00 08/16/1999 28 156330 5530
Average 5600
This report is exclusively for die use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
CONCRETE COMPRE;i VE STRENGTH TESI
8901 Csrpenter Frwy9 Suite #1~
nsllss, Texas
9ate of Service: 07/19/1999 Report No.: 9919534 Report Date
08/18/1999
Client No.: COPPELL Project No.: 94991118
Client: City of Co pell Project: Coppell Aquatic/Recreation C~
Attn: Bra~PReid 300 Block of Parkway Blvd
732 DeForest
Coppell TX 75019 Coppell, Texas/Prj. #96051
Services: Ob~ainsamp~es~ffreshc~ncreteatth~p~a¢ement~cati~ns~pe~rmrequir~d~e~dtestandcast
compressive strength samples.
PROJECT DATA
cot~rnAcTon: Hisaw & Assoc, CONCRETE CLASS: N/A
CO~CRETESUPPLtEn: Nelson Brothers pLACEMENT DATE: 07119/1999 BATCH TIME: 9:40am
PLAxvr: N/A TIMESAMPLED: 10:25am BY: Lee Savage
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: FIOt
STRENGTH: 4000 psi @ 28 Days TEMPEP, ATUP,~ (F) * AIR 85 F CONCRETE: 98 F
SLUI~P: 3-5" TRUCK NO: 218 TICKET NO: 75201
AIR: 3-6% AIR CONTENT(%): 4.3 UNIT WEIGHT (pefJ: N/A
TET METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1
ASTM C-172
ASTM C-39
SAMPLE LOCATION: East fire lane
REPORT OF TESTS ACCUMULATIVE YARDS: 10
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLU~IP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (ths. force) (psi) TYPE
4 1 6.00 07/26/1999 7 117570 4160
4 2 6.00 07/26/1999 7 119140 4210
Average 4190
4 3 6.00 08/16/1999 28 149650 5290
4 4 6.00 08/16/1999 28 150670 5330
Average 5310
Technician: Lee Savage Started: 3:00am Finished: ll:30am I'~ E~'~ing, Inc.
Pepoff Distribution:
(1) City of Coppell (I) City ofCoppcll - Engineering
(I) Brinkicy Sargent Architects (I) City ofCoppell - Bldg. lnsp. Eugene Harbour
(1) Turner Engineers (1) City of Coppell - Leisure Serv Dcpt ~ Vice President
(1) Hisaw & Associates
This report is exclusi rely for the use of the client indicated above and shall not be reproduced except in full without the written approval of H BC Engineering, Inc.