Park West CC(7)-LR 981113CONCRETE COMPRi, SIVE STRENGTH
8901 Carpenter Frwy., Suite #100
Dallas, Texaa 75247
Date of Service:
Client No.:
10/14/1998
71765000
Report No.: 9828024
Project No.: 43-2170-98
Report Date
11/13/1998
Client: Prentiss Properties Limited, Inc. Project:
Attn: David Glass
3860 W. Northwest Hwy.
Dallas TX 75220
Lakeview Center
Coppell, Texas
Services: Obtain samples of' f'resh 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: 3000 psi ~ 28 Days
5-7"
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9337
PLACEMENT DATE: 10/14/1998 BATCHTIME: 10:00am
'riME SAMPLED: 10:40am BY: Mike Shields
WEATHER CONDITIONS: Sunny and dry
TEMPERATURE (F)-AIR 76 F CONCRETE: 81 F
TRUCK NO: 852 TICKET NO: 77528
AIR CONTENT (%): N/A UNIT WEIGHT (pcf): N/A
PLACEMENT LOCATION:
Piers H.2/7, H.2/7.6, H.2/8.5, H.2/9.5 through L/2.2
SAMPLE LOCATION: Pier H.2/7.6
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
1 I 6.00
REPORT OF TESTS
MAXIMUM
DATE AGE LOAD
TESTED (days) (lbs. force)
10/21/1998 7 86390
ACCUMULATIVE YARDS: 10
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
3050
1 2 6.00
1 3 6.00
Technician Time: See
11/11/1998 28 105290
11/11/1998 28 103570
Average
Report %9828023
3720
3660
3690
Technician: Mike Shields
Report Distribution:
(I) Prentiss Properties Limited, Inc.
(I) Alliance Architects. Inc.
( I ) HalIT Associates
(l) Mullen & Powell Technistructures, I
Started:
(I) Butler Construction
( 1 ) City of Coppell
(1) City of Coppell
Finished:
~ En~c.
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.
01SS
Page I of I
CONCRETE COMPRL SIVE STRENGTH
Date of Service:
Client No.:
11/04/1998
71765000
Report No.: 9829989
Project No.: 43-2170-98
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
11/13/1998
Client: Prentiss Properties Limited, Inc. Project:
Attn: DavidGlass
3860 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.
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 29
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy
STRENGTH: 3500 psi ~ 28 Days TEMPERATURE {F) - AIR 50 Ih' CONCRETE: 67 F
SLUMP: 5.0" Max TRUCKNO: 842 TICKETNO: 088971
AIR: N/A AIR CONTENT (%): N/A [INIT WEIGHT (pc0: N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Panels 17-53
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: Panel 28
PROJECT DATA
CONCRETE CLASS: 9337
PLACEMENT DATE: 11/04/1998 BATCH TIME: 5:00am
TIME SAMPLED: 5:40am aY: Eddie Elrod
REPORT OF TESTS ACCUMULATIVE YARDS: 160
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I 1 6.50 11/11/1998 7 94490 3340
1 2 6.50 I 1/11/1998 7 90680 3210
Average 3280
1 3 6.50 12/02/1998 28
i 4 6.50 12/02/1998 28
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 I of 4
CONCRETE COMPLY, oSIVE STRENGTH
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 11/04/1998 Report No.:
Client No.: 71765000 Project No.:
Client: Prentiss Properties Limited, Inc. Project:
Attn: David Glass
3860 W. Northwest Hwy.
Dallas TX 75220
9829989
43-2170-98
Lakeview Center
Coppell, Texas
Report Date
11/13/1998
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: 5 18
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 v
TIC~<ET NO: 088977
UNIT WEIGHT (pcf): N/A
SAMPLE LOCATION: Panel 41
REPORT OF TESTS ACCUMULATIVE YARDS: 220
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 1 5.75 1 I/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
2 4 5.75 12/02/I 998 28
0ILL
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 Enginec4~nc.
Page 2 of 4
,CONCRETE COMPR SIVE
Date of Service: 11/04/1998
Client No.: 71765000
Client:
Prentiss Properties Limited, Inc.
At-tn: David Glass
3860 W. Northwest Hwy.
Dallas TX 75220
STRENGTH
8901 Carpenter Frwy., Suite #I00
Dallas, Texas 75247
Report No.: 9829989
Project No.: 43-2170-98
Report Date
11/13/1998
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: 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 i}ATCH TIME: N/A
TIME SAMPLED: 8:40am BY: Eddie Elrod
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 855
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See apge I
Cloudy
52 F CONCRETE: 67 F
TICKETNO: 088987
[INIT WEIGHT(pc0: N/A
SAMPLE LOCATION: Panel 49
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
REPORT OF TESTS ACCUMULATIVE YARDS: 320
MAXIMUM COMPRESSIVE
DATE AGE LOAD STRENGTH FRACTURE
TESTED (days) (lbs. force) (psi) TYPE
3 I 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
3 4 6.50 12/02/1998 28
0ILL
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval ofHBC Engineering,'~ii~c.
Page 3 of 4
.CONCRETE
COMPR?' SIVE STRENGTH
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 11/04/1998
Client No.: 71765000
Report No.: 9829989
Project No.: 43-2170-98
Report Date
11/13/1998
Client:
Prentiss Properties Limited, Inc.
Attn: David Glass
3860 W. Northwest Hwy.
Dallas TX 75220
Project: Lakeview Center
Coppell, Texas
Services: Obtain smnples of fi'esh 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: 9:30am
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 771
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page I
9337
11/04/1998 BATCH TIME: 8.' 15am
BY: Eddie Elrod
Cloudy
53 F CONCRETE: 68 F
TICKET NO: 088995
[INIT WEIGHT (pc0: N/A
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
REPORT OF TESTS ACCUMULATIVE YARDS: 410
MAXIMUM COMPRESSIVE
AG E LOAD STRENGTH
(days) (lbs. force) (psi)
7 88530 3130
7 86790 3070
Average 3100
12/02/1998
12/02/1998
28
FRACTURE
TYPE
Technician: Eddie Elrod
Report Distribution:
(I) Prentiss Properties Limited, Inc.
(I) Alliance Architects, Inc.
(I) Halff Associates
(I) Mullen & Powell/echnistructures, I
Started: 4:00am
(1) Butler Construction
(1) City of Coppell
(I) City of Coppe[l
Finished: 2:00pm
m~ Eng~
Eugene H'arbour
Vice President
This report is exclusively lbr 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 4 of 4