Park West CC(7)-LR 990329CONCRETE COMPRE o$IVE STRENGTH TES?
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
02/23/1999
71765000
Report No.: 9905819
Project No.: 43-2170-98
Report Date
03/29/1999
Client: Prentiss Properties Limited, Inc. Project:
Attn: David Glass
3890 W. Northwest Hwy.
Dallas TX 75220
Lakeview Center
Coppell, Texas
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: Quik Mix
PLANT: 1563
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
5.0" Max
0%
ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: Column #2
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
I 1 4.00
I 2 4.00
1 3 4.00
1 4 4.00
DATE
TESTED
03/02/1999
03/02/1999
03/23/1999
03/23/1999
PROJECT DATA
CONCRETE CLASS: 7 Sack-Pea Gravel
PLACEMENT DATE: 02/23/1999 BATCH TAYto: 7:15am
TnWE SAMPLED: 7:21am BY: Greg Dimock
WEATHER CONDITIONS: Clear
TEMPERATURE (F) - AIR 41 F CONCRETE: 60 F
TRUCK NO: 699 TICKET NO: N/A
AIR CONTENT (%): N/A UNIT WEIGHT (pcf): N/A
PLACEMENT LOCATION:
Colunms covered parking columns no grid lines and 30 columns poured (See attached
sketch)
REPORT OF TESTS ACCUMULATIVE YARDS: 7
MAXEMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) (lbs. force) (psi)
7 96690 3420
7 104370 3690
Average 3560
28 125740 4450
28 120710 4270
Average 4360
FRACTURE
TYPE
Technician: Greg Dimock
Report Distribution:
(1) Prentiss Properties Limited, Inc.
(I) Alliance Architects, Inc.
(1) Halff Associates
(1) Mullen & Powell Technistructures, I
Started: 6:00am Finished: 10:30am
(1) Butler Construction
(l) City of Coppell
(1) City of Coppell
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.
O1LL Page 1 of 1
'-CONCRETE COMPREOSIVE STRENGTH
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 02/24/1999
Client No.: 71765000
Report No.: 9905925
Project No.: 43-2170-98
Report Date
03/29/1999'
Client: Prentiss Properties Limited, Inc. Project:
Attn: David Glass
3890 W. Northwest Hwy.
Dallas TX 75220
Lakeview Center
Coppell, Texas
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
4-6"
3-6%
ASTM C- 143
ASTM C-172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 02/24/1999 BATCH TIME: 5:56am
TIME SAMPLED: 7:02am BY: Jack Farris
WEATHER CONDITIONS: Partly cloudy
TEMPERATURE (F) - AIR 39 F CONCRETE: 65 V
TRUCK NO: 736 TICKET NO: 220116
Am CONTENT (%): 4.5 UNIT WEIGHT (pcf): N/A
PLACEMENT LOCATION:
Paving, Parking on west Side of Building
SAMPLE LOCATION: See note below
REPORT OF TESTS ACCUM-LILATIVE YARDS: 40
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I 1 5.50 03/03/1999 7 87720 3100
1 2 5.50 03/03/1999 7 85400 3020
Average 3060
1 3 5.50 03/24/1999 28 115480 4080
1 4 5.50 03/24/1999 28 118310 4180
Average 4130
NOTE: Sample taken at truck from northeast corner of pour, 3' south
and 8' west. See diagram.
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.
01TM Page 1 of 4
CONCRETE COMPREoSIVE STRENGTH
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 02/24/1999
Client No.: 71765000
Report No.: 9905925
Project No.: 43-2170-98
Report Date
03/29/1999
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.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
4-6"
3-6%
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 02/24/1999 BATCH T~ME: 7:25am
TIME SAMPLED: 8:36am BY: Jack Farris
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 846
Am CONTENT (%): 4.0
PLACEMENT LOCATION:
Sunny
49 g CONCRETE: 68
TICKET NO: 220132
UNIT WEIGHT (pcf): N/A
Paving, Parking on west Side of Building
SAMPLE LOCATION: See note below
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
2 1 5.75 03/03/1999
2 2 5.75 03/03/1999
2 3 5.75 03/24/1999
2 4 5.75 03/24/1999
REPORT OF TESTS
NOTE: Sample taken at truck from northeast corner
and 5' west. See diagram.
MAXIMUM
AGE LOAD
(days) (lbs. force)
ACCUMULATIVE YARDS: 160
COIVIPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
7 86900 3070
7 90770 3210
Average 3140
28 120690 4270
28 127240 4500
Average 4390
of pour, 12' south
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.
01TM Page 2 of 4
'CONCRETE COMPREoSIVE STRENGTH
Date of Service: 02/24/1999 Report No.:
Client No.: 71765000 Project No.:
Client: Prentiss Properties Limited, Inc. Project:
Attn: David Glass
3890 W. Northwest Hwy.
Dallas TX 75220
8901 Carpenter Frwy., Suite #100
Dallas, Texas 7S247
9905925
43-2170-98
Lakeview Center
Coppell, Texas
Report Date
03/29/1999
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
3-6%
ASTM C- 143
ASTM C-172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 02/24/1999 RATCH TIME: 8:30am
TIME SAMPLED: 10:00am BY: Jack Fan-is
WEATHER CONDITIONS: Sunny
TEMPERATURE (F) - AIR 59 F CONCRETE: 70 F
TRUCK NO: 730 TICKET NO.' 220145
AIR CONTENT (%): 4.5 UNIT WEIGHT (pcf): N/A
PLACEMENT LOCATION:
Paving, Parking on west Side, next to Building
SAMPLE LOCATION: See note below
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
3 1 6.00
3 2 6.00
3 3 6.00
3 4 6.00
REPORT OF TESTS
DATE AGE LOAD
TESTED (days) (lbs. force)
03/03/1999 7 84640
03/03/1999 7 82820
Average
03/24/1999 28 123470
03/24/1999 28 126740
Average
ACCUMULATIVE YARDS: 230
COMPRESSIVE
STRENGTH
(psi)
2990
2930
2960
4370
4480
4430
NOTE: Sample taken at truck from northwest corner of pour, 12 yards
south and 6' east. See diagram.
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.
01TM Page 3 of 4
-CONCRETE
COMPR oSIVE STRENGTH
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 02/24/1999
Client No.: 71765000
Client: Prentiss Properties Limited, Inc.
Attn: DavidGlass
3890 W. Northwest Hwy.
Dallas TX 75220
Report No.: 9905925
Project No.: 43-2170-98
Project: Lakeview Center
Coppell, Texas
Report Date
03/29/1999
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
STRENGTH:
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQUIREMENTS
4000 psi @ 28 Days
4-6"
3-6%
ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
See note below
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 02/24/1999 BATCI~ TreE: 10:20am
TnVm SAMPLED: 1 l:48am BY: Jack Farris
WEATHER CONDITIONS: Sunny
TEMPERATURE (F) - AIR 72 F CONCRETE: 71 g
TRUCK NO: 756 TICI~T NO: 220162
AIR CONTENT (%): 5.0 UNIT WEIGHT (pct'): N/A
PLACEMENT LOCATION:
Paving, Parking on west side of Building
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
REPORT OF TESTS ACCUMULATIVE YARDS:
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) (lbs. force) (psi)
4 1 5.75 03/03/1999
4 2 5.75 03/03/1999
4 3 5.75 03/24/1999
4 4 5.75 03/24/1999
NOTE: Sample taken at truck from southeast
and 7 yards west. See diagram.
Technician: Jack Farris
Report Distribution:
(1) Prentiss Properties Limited, Inc.
(1) Alliance Architects, Inc.
(1) Halff Associates
(1) Mullen & Powell Technistructures, I
7 93800 3320
7 85670 3030
Average 3180
28 119870 4240
28 121660 4300
Average 4270
corner of pour, 6' north
Started: 5:00am
(1) Butler Construction
(1) City of Coppell
(1) City of Coppell
310
FRACTURE
TYPE
Finished: l:00pm
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.
01TM Page 4 of 4