Park West CC(7)-LR 990308CONCRETE COMPRCSIVE STRENGTH
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 02/24/1999 Report No.: 9905925
Client No.: 71765000 Project No.: 43-2170-98
Report Date
03/08/1999
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
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:
TEMPERATURE (F)- AIR
TRUCK NO: 736
AIR CONTENT (%): 4.5
PLACEMENT LOCATION:
Partly cloudy
39 F CONCRETE: 65 F
TICKET NO: 220116
UNIT WEIGHT (pcf): N/A
Paving, Parking on west Side of Building
SAMPLE LOCATION: See note below
REPORT OF TESTS
CYLINDER MEASURED
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
1 1 5.50 03/03/1999 7 87720
1 2 5.50 03/03/1999 7 85400
Average
1 3 5.50 03/24/1999 28
1 4 5.50 03/24/1999 28
ACCUMULATIVE YARDS: 40
COMPRESSIVE
STRENGTH
(psi)
3100
3020
3060
FRACTURE
TYPE
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.
0ITel Page 1 of 4
CONCRETE COMPRE o$IVE STRENGTH
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 02/24/1999
Client No.: 71765000
Client: Prentiss Properties Limited, Inc.
Attn: David Glass
3890 W. Northwest Hwy.
Dallas TX 75220
Report No.: 9905925
Project No.: 43-2170-98
Project: Lakeview Center
Coppell, Texas
Report Date
03/08/1999
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: 935 !
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
AIR CONTENT (%): 4.0
PLACEMENT LOCATION:
Sunny
49 F CONCRETE: 68
TICKET NO: 220132
UNIT WEIGHT (pc0: N/A
Paving, Parking on west Side of Building
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
2 I 5.75 03/03/1999 7 86900
2 2 5.75 03/03/1999 7 90770
Average
2 3 5.75 03/24/1999 28
2 4 5.75 03/24/1999 28
ACCUMULATIVE YARDS:
COMPRESSIVE
STRENGTH
(psi)
3070
3210
3140
160
FRACTURE
TYPE
NOTE: Sample taken at truck from northeast corner of pour, 12' south
and 5' 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 2 of 4
CONCRETE COMPREoSIVE STRENGTH
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
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
9905925
43-2170-98
Lakeview Cen~r
Coppell, Texas
Report Date
03/08/1999
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
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: 8:30am
T~M~ SAMPLED: 10:00am BY: Jack Farris
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 730
Am CONTENT (%): 4.5
PLACEMENT LOCATION:
Sunny
59 F CONCRETE: 70
TICKETNO: 220145
UNIT WEIGHT(~O: N/A
Paving, Parking on west Side, next to Building
SAMPLE LOCATION: See note below
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
3 1 6.00 03/03/1999 7 84640
3 2 6.00 03/03/1999 7 82820
Average
3 3 6.00 03/24/1999 28
3 4 6.00 03/24/1999 28
ACCUMULATIVE YARDS: 230
COMPRESSIVE
STRENGTH
(psi)
2990
2930
2960
FRACTURE
TYPE
NOTE: Sample taken at truck from northwest corner of pour, 12 yards
south and 6' east. 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 3 of 4
CONCRETE COMPRE' 'oSIVE STRENGTH TES?
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
9905925
43-2170-98
Lakeview Center
Coppell, Texas
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
03/08/1999
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
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 RATCI~ TIME: 10:20am
TIME SAMPLED: 11:48am BY: Jack Farris
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 756
Am CONTENT (%): 5.0
PLACEMENT LOCATION:
Sunny
72 g CONCRETE: 71
TICKET NO: 220162
uNrr WEIGHT (pc0: N/A
Paving, Parking on west side of Building
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
4 1 5.75 03/03/1999
4 2 5.75 03/03/1999
REPORT OF TESTS ACCUMULATIVE YARDS: 310
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) (lbs. force) (psi)
7 93800 3320
7 85670 3030
Average 3180
4 3 5.75 03/24/1999
4 4 5.75 03/24/1999
28
FRACTURE
TYPE
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
Started: 5:00am
(1) Butler Construction
(1) City of Coppell
(1) City of Coppell
corner of pour, 6' north
Finished: l:00pm
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