Park West CC(7)-LR 990316'CONCRETE COMPREoSIVE STRENGTH TES,
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 02/15/1999
Client No.: 71765000
Report No.: 9905016
Project No.: 43-2170-98
Report Date
03/16/1999
Client: Prentiss Properties Limited, Inc. Project: Lakeview Center
Attn: David Glass Coppell, Texas
3890 W. Northwest Hwy.
Dallas TX 75220
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
SLUM~:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
5.0" Max
N/A
ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
See attached sketch
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 02/15/1999 BATCH Tram: 5:00am
TIME SAMPLED: 5:45am BY: Eddie Elrod
WEATHER CONDITIONS: Clear
TEMPERATURE (F) - AIR 45 F CONCRETE: 59
TgVCKNO: 729 TICKET NO: 165019
AIR CONTENT (%): N/A UNIT WEIGHT (pef): N/A
PLACEMENT LOCATION:
See attached sketch
REPORT OF TESTS ACCUM-GLATIVE YARDS: 80
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD. STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
1 ! 5.75 02/22/1999 7 84010 2970
1 2 5.75 02/22/1999 7 89610 3170
Average 3070
1 3 5.75 03/15/1999 28 106630 3770
! 4 5.75 03/15/1999 28 103180 3650
Average 3710
(See attached sketch)
FRACTURE
TYPE
Y
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.
01LL Page 1 of 5
TES?
'CONCRETE COMPREssIVE STRENGTH
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 02/15/1999 Report No.: 9905016
Client No.: 71765000 Project No.: 43-2170-98
Report Date
03/16/1999
Client: Prentiss Properties Limited, Inc. Project: Lakeview Center
Attn: DavidGlass Coppell, Texas
3890 W. Northwest Hwy.
Dallas TX 75220
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
5.0" Max
N/A
ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
See page I
PROJECT DATA
CONCRETE CLASS:
PLACEMENT DATE:
TIME SAMPLED: 6:55am
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 861
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page i
9351
02/15/1999 BATCH TIME: 6:15am
BY: Eddie Elrod
Clear
46 P CONCRETE: 62 F
TICKET NO: 181702
UNIT WEI(;HT (pcf~: N/A
REPORT OF TESTS ACCUMULATIVE YARDS:
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD. STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
2 I 6.25 02/22/1999 7 74000 2620
2 2 6.25 02/22/1999 7 79430 2810
Average 2720
2 3 6.25 03/15/1999 28 102660 3630
2 4 6.25 03/15/1999 28 104830 3710
Average 3670
130
FRAC~RE
~PE
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.
01LL Page 2 of 5
CONCRETE COMPREoSIVE STRENGTH TES?
Date of Service: 02/15/1999
Report No.: 9905016
Client No.: 71765000 Project No.: 43-2170-98
Client:
Prentiss Properties Limited, Inc.
Attn: David Glass
3890 W. Northwest Hwy.
Dallas TX 75220
Project: Lakeview Center
Coppell, Texas
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
03/16/1999
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTm 4000 psi @ 28 Days
5.0" Max
N/A
ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See page 1
CYLINDER
MARKED
SET NO.
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT OATE: 02/15/1999 BATCH TIME: 7: 12am
TnVmSAMPLEO: 8:25am BY: Eddie Elrod
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 55 l
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page 1
Clear
49 F CONCRETE: 61 V
TICKET NO: 165031
UNIT WEIGHT (pc0: N/A
REPORT OF TESTS ACCUMULATIVE YARDS: 280
MEASURED MAXIMUM COMPRESSIVE
SLUMP DATE AGE LOAD . STRENGTH FRACTURE
(inches) TESTED (days) (lbs. force) (psi) TYPE
3 1 6.25 02/22/1999 7 70960 2510
3 2 6.25 02/22/1999 7 76890 2720
Average 2620
3 3 6.25 03/15/1999 28 92820 3280
3 4 6.25 03/15/1999 28 100920 3570
Average 3430
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.
01LL Page 3 of 5
CONCRETE COMPRESSIVE STRENGTH TES
Date of Service: 02/15/1999
Report No.: 9905016
Client No.: 71765000
Project No.: 43-2170-98
Client: Prentiss Properties Limited, Inc. Project:
Attn: David Glass
3890 W. Northwest Hwy.
Dallas TX 75220
Lakeview Center
Coppell, Texas
8901 Carpenter Frwy., Suite #100
Dallas, Te,~ag 75247
Report Date
03/16/1999
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
5.0" Max
N/A
ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: See page 1
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
4 1 6.75
4 2 6.75
4 3 6.75
4 4 6.75
DATE
TESTED
02/22/1999
02/22/1999
03/15/1999
03/15/1999
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 02/15/1999 BATCH TIME: 9:06am
TIME SAMPLED: 9:40am BY: Eddie Elrod
WEATHER CONDITIONS: Clear
TEMPERATURE (F) - AIR 54 F CONCRETE: 65 F
TRUCK NO: 551 TICKET NO: 165049
AIR CONTENT (%): N/A UNIT WEIGHT (pet): N/A
PLACEMENT LOCATION:
See page I
REPORT OF TESTS ACCUMULATIVE YARDS: 370
MAXIMUM COMPRESSIVE
AGE LOAD. STRENGTH
(days) (lbs. force) (psD
7 73230 2590
7 76890 2720
Average 2660
28 113090 4000
28 118730 4200
Average 4100
FRACTURE
TYPE
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.
01LL Page 4 of 5
CONCRETE COMPRESSIVE STRENGTH TES?
Date of Service: 02/15/1999
Report No.: 9905016
Client No.: 71765000
Project No.: 43-2170-98
Client:
Prentiss Properties Limited, Inc.
Attn: David Glass
3890 W. Northwest Hwy.
Dallas TX 75220
Project: Lakeview Center
Coppell, Texas
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
03/16/1999
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQUIREMENTS
STm~Nt;TH: 4000 psi @ 28 Days
5.0" Max
N/A
ASTM C- 143
ASTM C-172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 02/15/1999 BATCh TAYto: 10:57am
TIME SAMPLED: 1 l:45am BY: Eddie Elrod
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 373
Am CONTENT (%): N/A
PLACEMENT LOCATION:
See page 1
Partly cloudy
58 F CONCRETE: 65
TICKET NO: 165069
UNIT WEIGHT (pcf): N/A
SAMPLE LOCATION: See page 1
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
5 1 7.00
5 2 7.00
5 3 7.00
5 4 7.00
REPORT OF TESTS
DATE AGE LOAD .
TESTED (days) (lbs. force)
02/22/1999 7 74580
02/22/1999 7 73880
Average
03/15/1999 28 137730
03/15/1999 28 144450
Average
ACCUMULATIVE YARDS: 480
COMPRESSIVE
STRENGTH
(psi)
2640
2610
2630
4870
5110
4990
FRACTURE
TYPE
Technician: Eddie Elrod
Report Distribution:
(1) Premiss Properties Limited, Inc.
(1) Alliance Architects, Inc.
(1) Halff Associates
(1) Mullen & Powell Technistructures, I
Started: 3:00am Finished: l:00pm
(1) Butler Construction
(l) City of Coppell
(I) City of Coppell
~ Enginee~~
Eugene Harbour
Vice President
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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