Park West CC(7)-LR 981208· CONCRETE COMP SIVE STRENGTH
Date of Service:
Client No.:
11/04/1998 Report No.: 9829989
71765000 Project No.: 43-2170-98
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
12/08/1998
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 east
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 29
SPECIFICATION REQUIREMENTS
STRENGTH: 3500 psi ~ 28 Days
5.0" Max
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS:
PLACEMENT DATE:
TIME SAMPLED: 5:40am
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR 50
TRUCK NO: 842
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Panels 17-53
9337
11/04/1998 BATCHTIME: 5:00am
BY: Eddie Elrod
Cloudy
F CONCRETE: 67 v
TlCm~T NO: 088971
UNIT WEIGHT (pcf): N/A
SAMPLE LOCATION: Panel 28
REPORT OF TESTS ACCUMULATIVE YARDS:
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
1 1 6.50 11/! 1/1998 7 94490 3340
1 2 6.50 11/11/1998 7 90680 3210
Average 3280
I 3 6.50 12/02/1998 28 105740 3740
1 4 6.50 12/02/1998 28 104120 3680
Average 3710
160
FRACTURE
TYPE
This report is exclusively for thc usc of thc client indicated above and shall not be reproduced cxccpt in full without thc written approval of HBC Engineering, Inc.
0ILL Page I of 4
CONCRETE COMPR? SIVE STRENGTH
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
11/04/1998
71765000
Prentiss Properties Limited, Inc.
Attn: DavidGlass
3890 W. Northwest Hwy.
Dallas TX 75220
Report No.: 9829989
Project No.: 43-2170-98
Project: Lakeview Center
Coppell, Texas
Report Date
12/08/1998
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: 29
SPECIFICATION REQUIREMENTS
STRENGTH: 3500 psi ~ 28 Days
5.0" Max
N/A
ASTM C-143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS:
PLACEMENT DATE:
TIME SAMPLED: 6:45am
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 518
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page I
9337
11/04/1998 BATCH TIME: 5:46am
BY: Eddie Elrod
Cloudy
53 F CONCRETE: 70 F
TICKET NO: 088977
UNIT WEIGHT (pc0: N/A
SAMPLE LOCATION: Panel 41
REPORT OF TESTS ACCUMULATIVE YARDS: 220
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
2 1 5.75 11/11/1998 7 92880 3280
2 2 5.75 11/11/1998 7 95550 3380
Average 3330
2 3 5.75 12/02/1998 28 120210 4250
2 4 5.75 12/02/1998 28 125530 4440
Average 4350
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 4
CONCRETE COMPResSIVE STRENGTH
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 11/04/1998
Client No.: 71765000
Client: Prentiss Properties Limited, Inc.
Attn: David Glass
3890 W. Northwest Hwy.
Dallas TX 75220
Report No.: 9829989
Project No.: 43-2170-98
Project: Lakeview Center
Coppell, Texas
Report Date
12/08/1998
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: 29
SPECIFICATION REQUIREMENTS
STRENGTH: 3500 psi ~ 28 Days
5.0" Max
N/A
ASTM C-143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9337
PLACEMENT DATE: 11/04/1998 BATCH TIME: N/A
T~MESAMPLED: 8:40am BY: Eddie Elrod
WEATHER CONDITIONS: Cloudy
TEMPERATURE (F)-AIR 52 F CONCRETE: 67
TRUCK NO: 855 TICKET NO: 088987
AIR CONTENT {%): N/A UNIT WEIGHT (peO: N/A
PLACEMENT LOCATION:
See apge I
SAMPLE LOCATION: Panel 49
REPORT OF TESTS ACCUMULATIVE YARDS:
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi)
3 1 6.50 11/11/1998 7 76090 2690
3 2 6.50 11/11/1998 7 75200 2660
Average 2680
3 3 6.50 12/02/1998 28 140330 4960
3 4 6.50 12/02/1998 28 144490 5110
Average 5040
320
FRACTURE
TYPE
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without thc written approval of HBC Engineering, Inc.
0ILL Page 3 of 4
,CONCRETE COMPResSIVE STRENGTH
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
11/04/1998
71765000
Report No.: 9829989
Project No.: 43-2170-98
Report Date
12/08/1998
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: 29
SPECIFICATION REQUIREMENTS
STRENGTH: 3500 psi ~ 28 Days
5.0" Max
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: Panel 21
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
4 1 5.25
4 2 5.25
4 3 5.25
4 4 5.25
DATE
TESTED
11/11/1998
11/11/1998
12/02/1998
12/02/1998
PROJECT DATA
CONCRETE CLASS:
PLACEMENT DATE:
TIME SAMPLED: 9:30am
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCKNO: 771
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page 1
9337
11/04/1998 BATCH TIME: 8:15am
BY: Eddie Elrod
Cloudy
53 F CONCRETE: 68 F
TICKET NO: 088995
UNIT WEIGHT (pc0: N/A
REPORT OF TESTS ACCUMULATIVE YARDS: 410
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) (lbs. force) (psi)
7 88530 3130
7 86790 3070
Ave rage 3100
28 129810 4590
28 131490 4650
Average 4620
FRACTURE
TYPE
Technician: Eddie Elrod
Report Distribution:
(1) Prentiss Properties Limited, inc.
(!) Alliance Architects, Inc.
(I) Halff Associates
(i) Mullen & Powell Technistructures, l
Started: 4:00am
(1) Butler Construction
(1) City of Coppell
(1) City of Coppell
Finished: 2:00pm
H~ E~ing, Inc.
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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