Northlake 635(3)-LR 980629.CONCRETE COMPRr"SSI STRENGTH TE'"Y
Date of Service: 05/30/1998 Report No.: 981394
Client No.: 52617000
Project No.: 43-245:
Client:
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Project: Coppel
Belt Lil
Coppel
Services: Obtain samples of fresh concrete at the placement locations, perform requi
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 16
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
5"
N/A
ASTM C-143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 05/30/1998
TIME SAMPLED: 5:35 am BY:
WEATHER CONDITIONS: Clear,
TEMPERATURE (F) - AIR 75 F
TRUCK NO: 806 TIC]
AIR CONTENT (%): N/A ur
PLACEMENT LOCATION:
Paving; see attached diagram
SAMPLE LOCATION:
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
1 1 4.50 06/06/1998 7 106520
1 2 4.50 06/06/1998 7 105730
Average
i 3 4.50 06/27/1998 28 139150
1 4 4.50 06/27/1998 28 146040
Average
This report is exclusively for the use of thc client indicated above and shall not be reproduced except in full without the
01AK Page I of 4
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
-97
Report Date
06/29/1998
Business Center II
le Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 5:20 am
Damon Cited
aim
~ONCRETE: 80 F
ETNO: 712368
iIT WEIGHT (pc0: N/A
'.CUMULATIVE YARDS: 60
COMPRESSIVE
STRENGTH
(psi)
3770
3740
3760
4920
5160
5040
FRACTURE
TYPE
ritten approval of HBC Engineering, Inc.
CONCRETE COMPR '3SIVE STRENGTH TES'"?
Date of Service: 05/30/1998 Report No.: 981394~
Client No.: 52617000 Project No.: 43-245~
Client: Lincoln Property Company Project:
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Coppell
Belt Lit
Coppell
Services: Obtain samples of fresh concrete at the placement locations, perform requi
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 16
SPECIFICATION REQUIREMENTS
STRENaTI~: 4000 psi ~ 28 Days
5"
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 05/30/1998
TIME SAMPLED: 6:45 am BY:
WEATHER CONDITIONS: Clear,
TEMPERATURE (F) - AIR 77 F ~
TRUCK NO: 768 TICK
AIR CONTENT (%): N/A Ur
PLACEMENT LOCATION:
Paving; see attached diagram
SAMPLE LOCATION:
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
2 1 5.50 06/06/1998 7 105350
2 2 5.50 06/06/1998 7 104030
Average
2 3 5.50 06/27/1998 28 147400
2 4 5.50 06/27/1998 28 150680
Average
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the v
01AK Page 2 of 4
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
.97
Report Date
06/29/1998
Business Center II
.e Rd. & Lakeshore Dr.
Texas
'ed field test and east
BATCH TIME: 6:25 am
)amon Elrod
dm
;ONCRETE: 84 F
gTNO: 712376
IIT WEIGHT (per): N/A
UCUMULATIVE YARDS:
COMPRESSIVE
STRENGTH
(psi)
373O
3680
3710
5210
5330
5270
130
FRACTURE
TYPE
ritten approval of HBC Engineering, Inc.
.CONCRETE COMPRr'3SIVE STRENGTH TE'"r
Date of Service: 05/30/1998 Report No.: 981394
Client No.: 52617000 Project No.: 43-245~
Client:
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Project: Coppel
Belt Li~
Coppel
Services: Obtain samples of fresh concrete at the placement locations, perform requi
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 16
SPECIFICATION REQUIREMENTS
STRENaTH: 4000 psi @ 28 Days
5"
N/A
ASTM C-143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9351
PLACEME~rr DATE: 05/30/199~
TIME SAMPLED: 8:25 am BY:
WEATHER CONDITIONS: Sunny,
TEMPERATURE (F) - AIR 82 F ~
TRUCK NO: 806 TICK
AIR CONTENT (%): N/A ur
PLACEMENT LOCATION:
Paving; see attached diagram
SAMPLE LOCATION:
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
3 I 6.00 06/06/1998 7 99470
3 2 6.00 06/06/1998 7 101770
Average
3 3 6.00 06/27/1998 28 156220
3 4 6.00 06/27/1998 28 159330
Average
This report is exclusively for the use oftbe client indicated above and shall not be reproduced except in full without the
01AK Page 3 of 4
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
-97
Report Date
06/29/1998
Business Center II
te Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 8:05 am
3amon Elrod
:aim
~ONCRETE: 84 F
ETNO: 712388
tiT WEIGHT (pc0: N/A
ACCUMULATIVE YARDS: 250
COMPRESSIVE
STRENGTH
(psi)
3520
3600
3560
5520
5630
5580
FRACTURE
TYPE
ritten approval of HBC Engineering, Inc.
CONCRETE COMPR[' SIVE STRENGTH TE 'N2
Date of Service:
Client No.:
Client:
Services:
05/30/1998 Report No.: 981394~
52617000 Project No.: 43-2455
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Project:
Coppell
Belt Lit
Coppell
Obtain samples of fresh concrete at the placement locations, perform requi
compressive strength samples.
Butler Construction
Pioneer Concrete
CONTRACTOR:
CONCRETE SUPPLIER:
PLANT: 16
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
SLUMP: 5"
AIR: N/A
TEST METHOD: ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION:
PROJECT DATA
CONCRETE CLASS:
PLACEMENT DATE:
9351
05/30/1998
ENGINEERII~, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
¸97
Report Date
07/07/1998
Business Center II
e Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: N/A
TIME SAMPLED: 9:20 am BY: l])amon Elrod
WEATHER CONDITIONS: Sunny, ~ight wind
TEMPERATURE (F)- AIR 79 F (~ONCRETE: 85
TRUCKNO: 813 TICI~TNO: 712394
AIR CONTENT (%}: N/A
PLACEMENT LOCATION:
Paving; see attached diagram
REPORT OF TESTS
CYLINDER MEASURED
MARKED SLUMP DATE AGE
SET NO. (inches) TESTED (days)
4 1 7.00 06/06/1998 7
4 2 7.00 06/06/1998 7
4 3 7.00 06/27/1998 28
4 4 7.00 06/27/1998 28
F
Ul~ IT WEIGHT (pc0: N/A
~Avg. of 3 Sets: 4920 psi - This set ~omplies with
psi when evaluated in accordance with ACI 318.
Technician: Damon Elrod
Report Distribution:
(1) Lincoln Property Company
(1) Butler Construction
(1) O'Brien & Associates
(1) AECC, Inc.
Al
MAXIMUM
LOAD
(lbs. force)
72900
74630
Average
112060
109740
Average
project requireme:
Started: 3:30 am Finished: 10:30
2CUMULATIVE YARDS: 310
COMPRESSIVE
STRENGTH
(psi)
2580
2640
2610
3960
3880
3920 ~
tts for 4000
( 1 ) City of Coppell/Bldg. lnsp.
( I ) City of Coppell/Constr. Insp.
(1) Mullen & Powell Technistmctures
~~l~Inc.
~tE'ugen~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 w
FRACTURE
TYPE
'itten approval of HBC Engineering, Inc.
01AK Page 4 of 4