Park West CC(7)-LR 990223'CONCRETE COMPRESSIVE STRENGTH TES"
Date of Service:
Client No.:
Client:
02/15/1999
71765000
Prentiss Properties Limited, Inc.
Attn: David Glass
3890 W. Northwest Hwy.
Dallas TX 75220
Report No.: 9905016
Project No.: 43-2170-98
Project: Lakeview Center
Coppell, Texas
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
02/23/1999
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 attached sketch
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
1 1 5.75
1 2 5.75
1 3 5.75
1 4 5.75
(See attached sketch)
DATE
TESTED
02/22/1999
02/22/1999
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 02/15/1999 BATCH TrME: 5:00am
T~ME SAMeLED: 5:45am BY: Eddie Elrod
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 729
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Sec attached sketch
Clear
45 F CONCRETE: 59 F
TICKET NO: 165019
UNIT WEIGHT (pcf): N/A
REPORT OF TESTS ACCUMULATIVE YARDS:
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) (lbs. force) (psi)
7 84010 2970
7 89610 3170
Average 3070
03/15/1999
03/15/1999
28
80
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.
0ILL Page 1 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
02/23/1999
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
STRENaTm 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)
2 I 6.25
2 2 6.25
2 3 6.25
2 4 6.25
DATE
TESTED
02/22/1999
02/22/1999
PROJECT DATA
CONCRETE CLASS: 935 1
PLACEMENT DATE: 02/15/1999 BATCH ThYmE: 6:15am
TIME SAMPLED: 6:55am BY: Eddie Elrod
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 861
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page 1
Clear
46 ~' CONCRETE: 62 F
TICKET NO: 181702
UNIT WEIGHT (pct'): N/A
REPORT OF TESTS ACCUMULATIVE YARDS:
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) (lbs. force) (psi)
7 74000 2620
7 79430 2810
Average 2720
03/15/1999
03/15/1999
28
28
130
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.
0ILL Page 2 of 5
CONCRETE COMPRE ,SIVE 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
02/23/1999
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 I
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
3 1 6.25
3 2 6.25
3 3 6.25
3 4 6.25
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 02/15/1999 BATCH T~ME: 7:12am
TIME SAMPLED: 8:25am BY: Eddie Elrod
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 551
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page I
REPORT OF TESTS
MAXIMUM
DATE AGE LOAD
TESTED (days) (lbs. force)
02/22/1999
02/22/1999
Clear
49 F CONCRETE: 61 F
TICKET NO: 165031
UNIT WEIGHT (pcf): N/A
03/15/1999
03/15/1999
7 70960
7 76890
Average
28
28
ACCUMULATIVE YARDS: 280
COMPRESSIVE
STRENGTH
(psi)
2510
2720
2620
all
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.
0ILL Page 3 of 5
CONCRETE COMPRESSIVE STRENGTH TES
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
02/23/1999
Client:
Prentiss Properties Limited, Inc.
Attn: David Glass
3890 W. Northwest Hwy.
Dallas TX 75220
Project: 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
5.0" Max
N/A
ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
See page 1
PROJECT DATA
CONCRETE CLASS: 935 !
PLACEMENT DATE: 02/15/1999 BATCH TIME: 9:06am
TIME SAMPLED: 9:40am BY: Eddie Elrod
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 551
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page I
Clear
54 F CONCRETE: 65
TICKET NO: 165049
UNIT WEIGHT (pcO: N/A
REPORT OF TESTS ACCUMULATIVE YARDS: 370
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
4 1 6.75 02/22/1999 7 73230 2590
4 2 6.75 02/22/1999 7 76890 2720
Average 2660
4 3 6.75 03/15/1999 28
4 4 6.75 03/15/1999 28
0ILL
'13ais report is exclusively for thc use of thc client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, [nc.
Page 4 of 5
CONCRETE COMPRESSIVE STRENGTH TES?
Date of Service: 02/15/1999 Report No.:
Client No.: 71765000 Project No.:
Client: Prentiss Properties Limited, Inc. Project:
Attn: David Glass
3890 W. Northwest Hwy.
Dallas TX 75220
9905016
43-2170-98
Lakeview Center
Coppell, Texas
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
02/23/1999
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 I
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(~ch~)
5 1 7.00
5 2 7.00
5 3 7.00
5 4 7.00
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT OATE: 02/15/1999 BATCH T~X4E: 10:57am
TIME SAMPLED: 1 l:45am BY: Eddie Elrod
WEATHER CONDITIONS:
TEMPERATURE (F)- AIR
TRUCK NO: 373
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page 1
REPORT OF TESTS
MAXIMUlVI
DATE AGE LOAD
TESTED (d~s) (lbs.~rce)
02/22/1999 7 74580
02/22/1999 7 73880
Average
Partly cloudy
58 F CONCRETE: 65
TICKET NO: 165069
UNIT WEIGHT (pcl): N/A
03/15/1999 28
03/15/1999 28
ACCUMULATIVE YARDS: 480
COMPRESSIVE
STRENGTH
(psi)
2640
2610
2630
FRACTURE
TYPE
Technician: Eddie Elrod
Report Distribution:
(I) Prentiss Properties Limited, Inc.
(!) Alliance Architects, Inc.
(i) Halff Associates
(I) Mullen & Powell Technistructures, I
Started: 3:00am Finished: l:00pm
(1) Butler Construction
(1) City of Coppell
(!) 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.
0ILL Page 5 of 5