PA9702-LR 990728 (2)CONCRETE COMPREr' ' SIVE STRENGTH TES?
8901 Carpenter Frwy, SuRe #100
Dallas, Texss 75247
Dateof Service: 07/19/1999 Report No.: 9919534 Report Date
07/28/1999
Client No.: COPPELL Project No.: 94991118
Client: City of Co 11 Project: Coppell Aquatic/Recreation Ctr
Attn: Bra~e~id 300 Block of Parkway Blvd
732 DeForest
Coppell TX 75019 Coppell, Texas/Prj. ~)6051
Services: Obtain samp~es ~f fresh c~ncrete at the p~acement ~ocati~ns~ pe~rm required ~e1d test and cast
compresslye strength samples.
PROJECT DATA
CONTRACTOR: Hisaw & Assoc. CONCRETE CLASS: N/A
CONCREr~SUPPLIER: Nelson Brothers pLACEMENT DATE: 07/19/1999 BATCH TItlE: 3:47am
PLANT: NLA, TIME SAMPLED: 4~ 30am BY: Lee Savage
SPECIFICATION REQUIRElVlENTS WEATHER CONDITIONS: WarlTl
S~,~NG~4: 4000 psi @ 28 Days TEMPEnA~n~ (r) - Am 78 F CONCHETE: 94 F
SLUMP: 3-5" TnUCK NO: 224 TICKET NO: 75 154
Am: 3-6% AmCONT~NT(~): 4.2 vsrrWEiGwrCoct~: 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 Acc sr LA qvn VAnOS: 10
CYLINDER MEASURED MAXIMUM COMERE~SIVE
MARKED SLUI~P DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (Ibs. force) (psi) TYPE
I 1 4.00 07/26/1999 7 146300 5 170
1 2 4.00 07/26/1999 7 134260 4750
Average 4960
1 3 4.00 08/16/1999 28
1 4 4.00 08/16/1999 28
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wrinen approval of H BC Eagineering, Inc.
0ILL Page I of 4
CONCRETE COMPREC $IVE STRENG TES TH
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 07/19/1999 Report No.: 9919534 Report Date
07/2811999
Client No.: COPPELL Project No.: 94991118
Client: City of Co pell Project: Coppell Aquatic/Recreation Ox
Attn: Bra~PReid 300 Block of Parkway Blvd
732 DeForest
Coppell TX 75019 Coppell, Texas/Prj. #96051
Services: Obtain samp~es ~f fresh c~ncrete at the p~a~ement ~ocati~ns~ pe~~nn required ~e~d test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR: Hisaw & Assoc. CONCRETE CLASS: N/A
CONCRETE SUPPLIER: Nelson Brothers pLACEIVIENTDATE: 07/19/1999 BATCH TIME: 5:12am
PLANT: N/A T1ME SAMPLED: 5:50am BY: 12e Savage
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: WalTi1
STRESGTn: 4000 psi @ 28 Days TEMPERATURE (F) - AIR 78 F CONCRETE: 94 F
SLUMP: 3-5" TRUCK NO: 221 TICKET NO: 75165
Am: 3-6% AIRCONTENT(%): 4.0 UMTWEIGHT(peg): N/A
TEST METHOD: 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) (Ibs. force) (psi) TYPE
2 1 5.00 07/26/1999 7 131500 4650
2 2 5.00 07/26/1999 7 127700 4520
Avenge 4590
2 3 5.00 08/16/1999 28
2 4 5.00 08/16/1999 28
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 Enginering, Inc.
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CONCRETE COMPREC SIVE STRENGTH TES
ENGINId,,'~dI',I3, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 07/19/1999 Report No.: 9919534 Repor~ Date
07/28/1999
Client No.: COPPELL Project No.: 94991118
Client: City of Coppell Project: Coppell Aquatic/Recreation Ctr
Attn: Brad Reid 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
CONTRACTOR: Hisaw & Assoc. CONCRETE CLASS: N/A
CONCUE'rE SUPPL~E: Nelson Brothers PLACEM~rr nAT~: 07/19/t999 RATCn TE~m: 6: 10am
PLANT: N/A TIME SAMPLED: 7:50am BY: Lee Savage
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: WarIll
STRENGTH: 4000 psi @ 28 Days TEMPERATURE (F) - Am 80 F CONCRETE: 96 F
SLUMP: 3-5" TRUCK NO: 271 T~CKET NO: 75 194
Am: 3-6% AIR CONTENT(%): 3.9 UUrrWgIGHT(pc0: N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page I
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: 120' N, 130' E of W approach
REPORT OF TESTS ACCUm~ATrVEYARnS: 10
CYLINDER MEASURED MAXIMUM COMPRESSlYE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (Ib~ force) (psi) TYPE
3 1 5.00 07/26/1999 7 135010 4770
3 2 5.00 07/26/1999 7 133570 4720
Average 4750
3 3 5.00 08/16/1999 28
3 4 5.00 08/16/1999 28
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the vaitten approval of HBC Engineering, Inc.
0ILL Page 3 of 4
r
CONCRETE COMPREoSIVE STRENGTH TES
8901 Carpenter Frwy., Suit~ #100
Dallas~ Texas 75247
Date of Service: 07/19/1999 Report No.: 9919534 Report Date
07/28/1999
Client No.: COPPELL Project No.: 94991118
Client: City of Co peil Project: Coppoll Aquatic/Recreation Ctr
Attn: Bra~Rcid 300 Block of Parkway Blvd
732 DeForest
Coppcll TX 75019 Coppell, Tcxas/Prj. #96051
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
comprcssive strength samples.
PROJECT DATA
CO~rrRACTOR: Hisaw & Assoc. CONCRETE CLASS: N/A
CONCRETE SUPPLIER: Nelson Brothers pLACEMENT DATE: 07/19/1999 BATCH TIME: 9:40a111
PLANT: N/A Tn4E SAMPLED: 10:25am BY: Lee Savage
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Hot
STRENGTH: 4000 psi @ 28 Days TEMPERATURE CF) - AIR 85 F CONCRETE: 98 F
SLtrMP: 3-5" TRUCK NO: 218 TICKET NO: 75201
AIR: 3-6% AIR CONTENT(%): 4.3 UNrrWEiGh-'r(pe.f): N/A
T~ST 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 COMPRESSlYE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. 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
4 4 6.00 08/16/1999 28
Technician: Lee Savage Started: 3:00am Finished: l l:30am ~ Engineering, Inc.
(1) City of Coppell (1) City ofCoppcll - Engineering
(1) Bdnkley Sargent Arckitects (1) City ofCoppell - Bldg. lnsp. Engelle Hatbout
(1) Turner Engineers (1) City ofCoppell - Leisun Serv Dept Vice President
(1) Hisaw & Associates
This repoa is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wriaeu approval of HBC Eaginecdug, Inc.
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