Northlake 635(3)-LR 980623.CONCRETE COMPI:L " SIVE STRENGTH
Date of Service: 06/09/1998 Report No.: 981481
Client No.: 52617000
Project No.: 43-2452
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
STRENGTH: 4000 psi ~ 28 Days
5"
3-5%
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 06/09/1998
TIME SAMPLED: 6:15 am BY:
WEATHER CONDITIONS: Partly
TEMPERATURE (F) - AIR 78 F (
TRUCK NO: 803 TICK3
AIR CONTENT (%): 3.0 Ur
PLACEMENT LOCATION:
Paving, south side of Building C
SAMPLE LOCATION: 200'E/W from SEC of bldg., 25'S/N
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
I 1 5.00 06/16/1998 7 110180
1 2 5.00 06/16/1998 7 106630
Average
1 3 5.00 07/07/1998 28
1 4 5.00 07/07/1998 28
Al
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the n
01AK Page I of 5
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
-97
Report Date
06/23/1998
Business Center II
e Rd. & Lakeshore Dr.
Texas
ed field test and east
BATCH TIME: 5:59 am
?erry L. Smith
oudy
:ONCRETE: 81 F
~TNO: 712509
IT WEIGHT (pc0: N/A
.~CUMULATIVE YARDS: 60
COMPRESSIVE
STRENGTH
(psi)
3900
3770
3840
FRACTURE
TYPE
'itten approval of HBC Engineering, Inc.
,CONCRETE COMP1Lr' SIVE STRENGTH
Date of Service: 06/09/1998 Report No.:
Client No.: 52617000 Project No.:
Client: Lincoln Property Company Project:
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
981481
43-245~
Coppell
Belt Lin
Coppell
Services: Obtain samples o£ £resh 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"
3-5%
ASTM C-143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 06/09/1998
TIME SAMPLED: 7:35 am BY: ~l
WEATHER CONDITIONS: Partly cl
TEMPERATURE (F) - AIR 81 F C
TRUCK NO: 849 TICK[
AIR CONTENT (%): 3.2 UN
PLACEMENT LOCATION:
See page 1
SAMPLE LOCATION: 120'E/W, 15'S/N from SEC of bldg.
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
2 1 6.50 06/16/1998 7 110390
2 2 6.50 06/16/1998 7 109210
Average
2 3 6.50 07/07/1998 28
2 4 6.50 07/07/1998 28
A£
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wri
01AK Page 2 of 5
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
06/23/1998
-97
Business Center II
e Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: N/A
'erry L. Smith
~udy
DNCRETE: 83 F
TNO: 712533
!T WEIGHT (pcf): N/A
CUMULATIVE YARDS:
COMPRESSIVE
STRENGTH
(psi)
3900
3860
3880
170
FRACTURE
TYPE
tten approval of HBC Engineering, inc.
.CONCRETE COMPR? SIVE STRENGTH TE?
Date of Service: 06/09/1998 Report No.:
Client No.: 52617000 Project No.:
Client: Lincoln Property Company Project:
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
981481
43-2455
Coppell
Belt Lip
Coppell
Services: Obtain samples of fresh concrete at the placement locations, perform requi
compressive strength samples.
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 16
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
SLUMP: 5"
AIR: 3-5%
TEST METHOD: ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: 165'W/E, 45'S/N from SWC of bldg.
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
3 1 6.50 06/16/1998
3 2 6.50 06/16/1998
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 06/09/1998
TIME SAMPLED: 9:35 am BY:
WEATHER CONDITIONS: Clear,
TEMPERATURE (F) - AIR 84 F
TRUCK NO: 849 TICK~
AIR CONTENT (%): 3.5 V~
PLACEMENT LOCATION:
See page I
REPORT OF TESTS
MAXIMUM
AGE LOAD
(days) (lbs. force)
7 102700
7 98460
Average
3 3 6.50 07/07/1998 28
3 4 6.50 07/07/1998 28
At
This report is exclusively for the use of the client indicated above aud shall not be reproduced except in full without the x
01AK Page 3 of 5
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
06/23/1998
-97
Business Center II
e Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 9:26 am
?erry L. Smith
~nny
:ONCRETE: 82 F
:.T NO: 712520
IT WEIGHT (pc0: N/A
2CUMULATIVE YARDS: 240
COMPRESSIVE
STRENGTH
(psi)
3630
3480
3560
FRACTURE
TYPE
'itten approval of HBC Engineering, Inc.
,CONCRETE COMPR? SIVE STRENGTH
Date of Service: 06/09/1998 Report No.:
Client No.: 52617000 Project No.:
Client: Lincoln Property Company Project:
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
981481~
43 -2452
Coppell
Belt Lin
Coppell
Services: Obtain samples of fresh concrete at the placement locations, perform requi~
compressive strength samples.
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 16
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
SLUMP: 5"
AIR: 3-5%
TEST METHOD: ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: 90'W/E, 10'S/N from SWC of bldg.
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 06/09/1998
TIME SAMPLED: 10:50 am BY:
WEATHER CONDITIONS: Sunny,
TEMPERATURE (F) - AIR 90 F
TRUCK NO: 843 TICK]
AIR CONTENT (%): 3.2 UN
PLACEMENT LOCATION:
See page 1
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
4 1 5.00 06/16/1998 7 108300
4 2 5.00 06/16/1998 7 112030
Average
4 3 5.00 07/07/1998 28
4 4 5.00 07/07/1998 28
A(
This report is exclusively for thc use of thc client indicated above and shall not be reproduced except in full without the wr
01AK Page 4 of 5
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
06/23/1998
.97
Business Center II
e Rd. & Lakeshore Dr.
Texas
'ed field test and cast
BATCH TIME: N/A
'erry L. Smith
lear
ONCRETE: 89 F
;TNO: 712545
IT WEIGHT (pcf): N/A
!CUMULATIVE YARDS: 400
COMPRESSIVE
STRENGTH
(psi)
3830
3960
3900
FRACTURE
TYPE
tten approval of HBC Engineering, Inc.
CONCRETE COMPRI SIVE STRENGTH TE "7
Date of Service:
Client No.:
Client:
06/09/1998
52617000
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Report No.: 9814811
Project No.: 43-2452
Project: Coppell
Belt Li~
Coppell
Services: Obtain samples of fresh concrete at the placement locations, perform requi~
compressive strength samples.
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 16
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
SLUMP: 5"
AiR: 3 -5o//0
lEST METHOD: ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: 60'W/E, 45'S/N from SWC of bldg.
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
5 1 5.00
5 2 5.00
5 3 5.00
5 4 5.00
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 06/09/1998
TIME SAMPLED: 12:00 pm BY:
WEATHER CONDITIONS: Sunny,
TEMPERATURE (F)-AIR 92 F
TRUCK NO: 725 TICm
AIR CONTENT (%): 3.0 UN
PLACEMENT LOCATION:
See page I
REPORT OF TESTS
MAXIMUM
DATE AGE LOAD
TESTED (days) (lbs. force)
06/16/1998 7 104240
06/16/1998 7 106580
Average
07/07/1998 28
07/07/1998 28
Al
Technician: Terry L. Smith
Report Distribution:
(1) Lincoln Property Company
(1) Butler Construction
(l) O'Brien & Associates
(I) AECC, Inc.
Started: 4:00 am Finished: 2:30 pm ~
(1) City ofCoppell/Bldg. Insp.
(1) City ofCoppell/Constr. Insp.
(1) Mullen & Powell Technistructures
This repor~ is exclusively for the use of the client indicated above and shall not be reproduced except in full without the w~
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
-97
Report Date
06/23/1998
Business Center II
e Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 11:40 am
'erry L. Smith
',lear
ONCRETE: 91 F
:TNO: 712552
IT WEIGHT (pcf}: N/A
~CUMULATIVE YARDS:
COMPRESSIVE
STRENGTH
(psi)
3690
3770
3730
470
FRACTURE
TYPE
J Eng., Inc.
Eugene Harbour
Vice President
itten approval of HBC Enginccring, Inc.
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