Northlake 635(3)-LR 980720CONCRETE COMPR SIVE STRENGTH TE'"F
Date of Service: 07/02/1998 Report No.: 98171,
Client No.: 52617000 Project No.:
Client: Lincoln Property Company Project:
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
43-245~
Coppell
Belt Lil
Coppel]
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:
AIR:
PROJECT DATA
CONCRETECLASS: 9351
PLACEMENTDATE: 07/02/1998
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
.97
Report Date
07/20/1998
Business Center II
te Rd. & Lakeshore Dr.
Texas
'ed field test and cast
BATCH TIME: 5:05 am
TIME SAMPLED: 5:30 am BY: ]~arrin Phillips
WEATHER CONDITIONS: Clear ]
TEMPERATURE (F) - AIR 84 F t~ONCRETE: 78 F
TRUCKNO: 730 TICK~TNO: 712714
AIR CONTENT (%): N/A Ur'IT WEIGHT (pcO: N/A
PLACEMENT LOCATION:
Paving, southeast end of site
REPORT OF TESTS A~
MAXIMUM
TEST METHOD:
SAMPLE LOCATION:
N/A
ASTM C-143
ASTM C- 172
ASTM C-39
100'E of 3rd dock door
01AK
CYLINDER MEASURED
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
1 1 5.50 07/09/1998 7 110750
I 2 5.50 07/09/1998 7 107860
Average
I 3 5.50 07/30/1998 28
I 4 5.50 07/30/1998 28
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the
Page I of 5
2CUMULATIVE YARDS: 30
COMPRESSIVE
STRENGTH
(psi)
3920
3810
3870
FRACTURE
TYPE
· itten approval of HBC Engineering, Inc.
'CONCRETE COMP SIVE STRENGTH
Date of Service: 07/02/1998 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
Services:
981714
43-245~
Coppel]
Belt Lil
Coppel]
CONTRACTOR:
CONCRETE SUPPLIER:
PLANT:
SLUMP:
AIR:
TEST METHOD:
Obtain samples of fresh concrete at the placement locations, perform requi
compressive strength samples.
Butler Construction
Pioneer Concrete
16
SPECIFICATION REQUIREMENTS
STRENGTm 4000 psi ~ 28 Days
5"
N/A
ASTM C-143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION:
124'E of 5th dock door
01AK
CYLINDER
MARKED
SET NO.
-97
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
07/20/1998
Business Center II
te Rd. & Lakeshore Dr.
Texas
ed field test and cast
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 07/02/1998 BATCU TIME: 6:30 am
TIME SAMPLED: 6:50 am BY: ]Darrin Phillips
WEATHER CONDITIONS: Sunny, ~:lear
TEMPERATURE (FI - AIR 86 F CONCRETE: 83 F
TRUCKNO: 730 TICK~TNO: 712724
AIR CONTENT (%): N/A w 'IT WEIGHT (pc0: N/A
PLACEMENT LOCATION:
See page 1
~CUMULATIVE YARDS:
COMPRESSIVE
STRENGTH
(psi)
4140
4100
4120
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
2 1 5.75 07/09/1998 7 117180
2 2 5.75 07/09/1998 7 115870
Average
2 3 5.75 07/30/1998 28
2 4 5.75 07/30/1998 28
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the v
Page 2 of 5
A~
130
FRACTURE
TYPE
itten approval of HBC Engineering, Inc.
CONCRETE COMPR r' SIVE STRENGTH
Date of Service:
Client No.:
Client:
07/02/1998
52617000
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Report No.: 981714~
Project No.: 43-2452
Project: Coppell
Belt Lir
Coppeli
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: 1 6
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
5"
N/A
ASTM C-143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION:
75'E of 5th lock door
PROJECT DATA
CONCRETE CLASS: 93 5 1
PLACEMENT DATE: 07/02/1998
TIME SAMPLED: 7:50 am BY:
WEATHER CONDITIONS: Sunny,
TEMPERATURE (F)-AIR 84 F (
TRUCKNO: 730 TICm
AIR CONTENT (%): N/A u~
PLACEMENT LOCATION:
See page I
REPORT OF TESTS
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
3 1 5.50 07/09/1998
3 2 5.50 07/09/1998
MAXIMUM
AGE LOAD
(days) (lbs. force)
7 109420
7 106550
Average
3 3 5.50 07/30/1998 28
3 4 5.50 07/30/1998 28
This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the
01AK Page 3 of 5
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
-97
Report Date
07/20/1998
Business Center II
e Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 7:30 am
)arrin Phillips
:lear
'ONCRETE: 80 F
:TNO: 712734
IT WEIGHT (pct): N/A
A~2CUMULATIVE YARDS: 230
COMPRESSIVE
STRENGTH
(psi)
3870.
3770
3820
F~URE
TYPE
itten approval of HBC Engineering, Inc.
· CONCRETE COMPRr' . SIVE STRENGTH
Date of Service: 07/02/1998
Client No.: 52617000
Report No.: 981714~
Project No.: 43-245~ .97
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
07/20/1998
Client: Lincoln Property Company Project:
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Services:
SLUMP:
AIR:
TEST METHOD:
Coppell
Belt Lit
Coppell
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
5"
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: 18'E of 7th dock door
Business Center II
e Rd. & Lakeshore Dr.
Texas
ed field test and cast
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the ~
01AK Page 4 of 5
4 3 5.75 07/30/1998 28
4 4 5.75 07/30/1998 28
4 I 5.75 07/09/1998 7 99730
4 2 5.75 07/09/1998 7 92760
Average
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
A~2CUMULATIVE YARDS: 330
COMPRESSIVE
STRENGTH
(psi)
3530
3280
3410
d
itten approval of HBC Engineering, Inc.
FRACTURE
TYPE
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
See page 1
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 07/02/1998 BATCH TIME: 9:00 am
TIME SAMPLED: 9:40 am BY: l~arrin Phillips
WEATHER CONDITIONS: Sunny, ~:lear
TEMPERATURE (F) - AIR 86 F (~ONCRETE: 83 F
TRUCK NO: 1884 TICK/gT NO: 712745
Ub 1T WEIGHT (pcf): N/A
CONCRETE COMPR SIVE STRENGTH
Date of Service:
Client No.:
Client:
Services:
07/02/1998
52617000
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Report No.: 981714~
Project No.: 43-2452
Project: Coppell
Belt
Coppell
Obtain samples of fresh concrete at the placement locations, perform requi~
compressive strength samples.
.97
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 16
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: 10'N of 1st island, N to S
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
5 I 5.75
5 2 5.75
5 3 5.75
5 4 5.75
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 07/02/1998
TIME SAMPLED: 11:15 am BY:
WEATHER CONDITIONS: Sunny,
TEMPERATURE (F) - AIR 92 F
TRUCK NO: 1884 TICm
AIR CONTENT (%): N/A u~
PLACEMENT LOCATION:
See page I
REPORT OF TESTS
MAXIMUM
DATE AGE LOAD
TESTED (days) (lbs. force)
07/09/1998 7 83140
07/09/1998 7 77070
Average
07/30/1998 28
07/30/i 998 28
At
Report Date
07/20/1998
Business Center II
e Rd. & Lakeshore Dr.
Texas
Technician: Darrin Phillips
Report Distribution:
(!) Lincoln Property Company
(I) Butler Construction
(I) O'Brien & Associates
(l) AECC, Inc.
Started: 3:00 am Finished: 1:30 pm ~
(l) City of Coppell/Bldg. Insp.
( 1 ) City of Coppell/Constr. Insp.
(1) Mu lien & Powell Technistructures
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wi
ed field test and cast
BATCHTIME: 10:30 am
)arrin Phillips
~lear
ONCRETE: 84 F
:T NO: 728756
IT WEIGHT (pc0: N/A
]CUMULATIVE YARDS:
COMPRESSIVE
STRENGTH
(psi)
2940
2730
2840
.~'n Engi~c' .
Eugene Harbour
Vice President
430
FRACTURE
TYPE
itten approval of HBC Engineering, Inc.
01AK Page 5 of 5
CONCRETE COMPR SIVE STRENGTH
Date of Service: 07/10/1998 Report No.: 981770
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
Coppel]
Belt Lil
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 Batched on Site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
5"
3-6%
ASTM C-143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 07/10/1998
TIME SAMPLED: 7:55 am BY:
WEATHER CONDITIONS: Clear, ~
TEMPERATURE (F) - AIR 85 F t
TRUCK NO: 552 TICK
AIR CONTENT (%): 5.3 Ut
PLACEMENT LOCATION:
Paving, parking in front of Building B
SAMPLE LOCATION: Sec attached diagram
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
I 1 7.00* 07/17/1998 7 85320
1 2 7.00* 07/17/1998 7 84950
Average
1 3 7.00' 08/07/1998 28
I 4 7.00* 08/07/1998 28
A
* Note: Contractor notified of slump coming from on site batch pla
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the s~
01AK Page 1 of 4
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
.97
Report Date
07/20/1998
Business Center II
te Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 7:30 am
3rian Otis
,arm
~ONCRETE: 96 V
ET NO: N/A
liT WEIGHT (pcl): N/A
UCUMULATIVE YARDS: 90
COMPRESSIVE
STRENGTH
(psi)
3020
3000
3010
FRACTURE
TYPE
ritten approval of HBC Engineering, Inc.
CONCRETE COMPR 3SIVE STRENGTH
Date of Service: 07/10/1998 ReportNo.: 981770'
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 Lk
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 Batched on Site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
5"
3-6%
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 07/10/1998
TIME SAMPLED: 9:10 am BY:
WEATHER CONDITIONS: Clear,
TEMPERATURE (F) - AIR 88 F ~
TRUCK NO: 1870 TICK
AIR CONTENT (%): 4.0 U~
PLACEMENT LOCATION:
Paving, parking in front of Building B
SAMPLE LOCATION: See attached diagram
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
2 1 6.50* 07/17/1998 7 105180
2 2 6.50* 07/17/1998 7 108670
Average
2 3 6.50* 08/07/1998 28
2 4 6.50* 08/07/1998 28
* Note: See page 1
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the v
OlAK Page 2 of 4
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
07/20/1998
.97
Business Center II
~e Rd. & Lakeshore Dr.
Texas
'ed field test and cast
BATCH TIME: 9:00 am
~rian Otis
'arm
;ONCRETE: 97 F
;T NO: N/A
'IT WEIGHT (pc0: N/A
~CUMULATIVE YARDS: 200
COMPRESSIVE
STRENGTH
(psi)
3720
3840
3780
FRACTURE
TYPE
ritten approval of HBC Engineering, Inc.
CONCRETE COMP SIVE STRENGTH TE 'r
Date of Service: 07/10/1998 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
981770
43-245;
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 Batched on Site
SPECIFICATION REQUIREMENTS
STRESS;Tm 4000 psi @ 28 Days
5"
3-6%
ASTM C-143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION:
See attached diagram
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
3 1 7.50* 07/17/1998
3 2 7.50* 07/17/1998
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 07/10/1998
TIME SAMPLED: 11:10 am BY:
WEATHER CONDITIONS: Clear,
TEMPERATURE (F} - AIR 92 g ~
TRUCK NO: 1870 TICK
AIR CONTENT (%): 5.0 UP
PLACEMENT LOCATION:
Paving, parking in front of Building B
REPORT OF TESTS
MAXIMUM
AGE LOAD
(days) (lbs. force)
7 84780
7 83850
Average
3 3 7.50* 08/07/1998 28
3 4 7.50* 08/07/1998 28
Note: See page 1
This report is exclusively for the use of the 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
07/20/1998
Business Center II
te Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 11:00 am
~rian Otis
'arm
:ONCRETE: 99 F
*~T NO: N/A
rr WEiG}rr (0c0: N/A
2CUMULATIVE YARDS: 300
COMPRESSIVE
STRENGTH
(psi)
3000
2970
2990
FRACTURE
TYPE
itten approval of HBC Engineering, Inc.
CONCRETE COMPRt SIVE STRENGTH TE, ITM
Date of Service: 07/10/1998 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
981770'
43-2452
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 Batched on Site
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
5"
3-6%
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 07/10/1998
TIME SAMPLED: 12:40 pm BY:
WEATHER CONDITIONS: Clear,
TEMPERATURE (F) - AIR 92
TRUCK NO: 526 TICKJ
AIR CONTENT (%): 5.0 U~
PLACEMENT LOCATION:
Paving, parking in front of Building B
SAMPLE LOCATION:
See attached diagram
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
4 1 7.00'
4 2 7.00'
4 3 7.00*
4 4 7.00*
REPORT OF TESTS
MAXIMUM
DATE AGE LOAD
TESTED (days) (lbs. force)
07/17/1998 7 87300
07/17/1998 7 86510
Average
08/07/1998 28
08/07/1998 28
Al
* Note: See page 1
Technician: Brian Otis
Report Distribution:
(I) Lincoln Property Company
(I) Butler Construction
(1) O'Brien & Associates
(I) AECC, Inc.
Started: 4:00 am Finished: 2:00 pm H]
(1) City ofCoppell/Bldg. Insp.
(1) City ofCoppell/Constr. Insp.
(1) Mullen & Powell Tcchnistructurcs
This report is exclusively for thc use of the client indicated above and shall not be reproduced except in full without the w~
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
~97
Report Date
07/20/1998
Business Center II
e Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCHTIME: 12:15 pm
~rian Otis
'arm
:ONCRETE: 101 V
,:T NO: N/A
rr WEIGHT (pc0: N/A
2CUMULATIVE YARDS: 390
COMPRESSIVE
STRENGTH
(pzi)
3090
3060
3080
FRACTURE
TYPE
Eugene Pl~bour
Vice President
itten approval of HBC Engineering, Inc.
01AK Page 4 of 4