Northlake 635(3)-LR 980710CONCRETE COMPRr' SIVE STRENGTH
Date of Service: 06/29/1998 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
981678,
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
SPECIFICATION REQUIREMENTS
STRENGTIt: 4000 psi @ 28 Days
5"
3-6%
ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION:
Same
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 06/29/1998
TIME SAMPLED: 5;30 am BY: ]
WEATHER CONDITIONS: Clear, Ii
TEMPERATURE (F)-AIR 82 F (
TRUCK NO: 410 TICKi
AIR CONTENT (%): 3.6 V~
PLACEMENT LOCATION:
Paving; see attached diagram
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
I I 4.50 07/06/1998 7 107670
Al
1 2 4.50 07/27/1998 28
I 3 4.50 07/27/1998 28
This report is exclusively for the use of the client iudicated above and shall not be reproduced except in full without the ~
01AK Page I of 4
8901 Carpenter Frwy., Suite gl{N}
Dallas, Texas 75247
,97
Report Date
07/10/1998
Business Center II
e Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCHTIME: 5:23 am
)amon Elrod
ght wind
:ONCRETE: 90 F
:~T NO: 712660
iX WEIGHT (pet): N/A
~CUMULATIVE YARDS: 60
COMPRESSIVE
STRENGTH FRACTURE
(psi} TYPE
3810
'itten approval of HBC Engineering, Inc.
-CONCRETE COMPR SIVE STRENGTH TE. "ITM
Date of Service: 06/29/1998 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
981678
43-245~
Coppell
Belt Li~
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: ] 6
SPECIFICATION REQUIREMENTS
STRENGTfI: 4000 psi ~ 28 Days
5"
3-6%
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 06/29/1998
'FIME SAMPLED: 7:20 am BY:
WEATHER CONDITIONS: Cloudy
TEMPERATURE (F) - AIR 83 F
TRUCK NO: 551 TICI~
AIR CONTENT (%): 3.5 UI~
PLACEMENT LOCATION:
Paving; see attached diagram
SAMPLE LOCATION: Same
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
2 I 4.50 07/06/1998 7 105670
2 2 4.50 07/27/1998 28
2 3 4.50 07/27/I 998 28
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
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
07/10/1998
.97
Business Center II
~e Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 7:05 am
)amon Elrod
light wind
~'ONCRETE: 90 F
~.T NO: 712668
!iT WEIGHT (pcf): N/A
2CUMULATIVE YARDS: 150
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
3740
tten approval of HBC Engineering, Inc.
CONCRETE COMPR SIVE STRENGTH TE,
Date of Service: 06/29/1998 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
981678.
43-245:
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
STRENGTtl: 4000 psi ~ 28 Days
5"
3-6%
ASTM C-143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 06/29/1998
TIME SAMPLED: 8:35 am BY:
WEATHER CONDITIONS: Partly
TEMPERATURE (F) - AIR 85 F ~
TRUCK NO: 512 TICK
AIR CONTENT (%): 3.7 tlr
PLACEMENT LOCATION:
Paving; see attached diagram
SAMPLE LOCATION: Same
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
3 1 5.00 07/06/1998 7 90110
A~
3 2 5.00 07/27/1998 28
3 3 5.00 07/27/1998 28
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
Report Date
07/10/1998
.97
Business Center II
te Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: N/A
)amon Elrod
~oudy, light wind
2ONCRETE: 91 F
~.T NO: 712680
'IT WEIGHT (pcf): N/A
~CUMULATIVE YARDS: 250
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
3190
-itten approval of HB~ Engineering, Inc.
CONCRETE COMPR SIVE STRENGTH TE. 7
Date of Service: 06/29/1998 Report No.: 981678,
Client No.:
Client:
52617000
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Project No.: 43-245~
Project: Coppell
Belt Lit
Coppell
Services: Obtain samples of fresh concrete at the placelnent locations, perform requi
compressive strength samples.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
07/10/1998
.97
Business Center II
e Rd. & Lakeshore Dr.
Texas
ed field test and east
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 16
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi @ 28 Days
5"
3-6%
ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: Same
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
4 1 4.50
4 2 4.50
4 3 4.50
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 06/29/1998
TIME SAMPLED: 10:00 am BY:
WEATHER CONDITIONS: Partly
TEMPERATURE (F)-AIR 87 F
TRUCK NO: 410 TICKI
AIR CONTENT (%): 3.7
PLACEMENT LOCATION:
Paving; see attached diagram
REPORT OF TESTS
DATE AGE
TESTED (days) ·
07/06/1998 7
07/27/1998 28
07/27/1998 28
MAXIMUM
LOAD
(lbs. force)
90720
Al
BATCH TIME: 9:34 am
)amon Elrod
oudy, light wind
'ONCRETE: 92' F
:TNO: 712687
IT WEIGHT (pef): N/A
:CUMULATIVE YARDS: 320
COMPRESSIVE
STRENGTH FRACTURE
(psi) TYPE
3210
Technician: Damon Elrod
Report Distribution:
(i) Lincoln Property Company
(I) Butler Construction
(l) O'Brien & Associates
(I) AECC, Inc.
01AK
Started: 3:30 am Finished: 11:00 I'~
(I) City ofCoppell/Bldg. Insp.
(I) City of Coppell/Constr. Insp.
(I) Mullen & Powell Technistructures
This report is exclusively Ibr the use of the client indicated above and shall not be reproduced except in full without the wl
Page 4 of 4
~. Engin
Eugene Harbour
Vice President
itten approval of HBC Engineering, Inc.
I
I
I'
CONCRETE COMPR SIVE STRENGTH TES"?
Date of Service: 06/09/1998
Report No.: 981481
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 Li~
Coppel
Services: Obtain samples of fresh concrete at the placement locations, perform requ
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: 06/09/199~
TIME SAMPLED: 6:15 am BY:
WEATHER CONDITIONS: Partly
TEMPERATURE (F) - AIR 78 F
TRUCK NO: 803 TIC',
AIR CONTENT (%): 3.0 U1
PLACEMENT LOCATION:
Paving, south side of Building C
SAMPLE LOCATION: 200'E/W from SEC of bldg., 25'S/N
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
1 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 140020
1 4 5.00 07/07/1998 28 137480
Average
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the
01AK Page I of 5
ENGINEERING, INC.
8901 Carpenter Frwy. Suite #100
Dallas, Texas 7~247
Report Date
07/10/1998
-97
Business Center II
te Rd. & Lakeshore Dr.
Texas
ed field test and cast
; BATCH TIME:
Ferry L. Smith
loudy
2ONCRETE: 81 F
ETNO: 712509
41T WEIGHT (pcl): N/A
5:59 am
CCUMULATIVE YARDS: 60
COMPRESSIVE
STRENGTH
(psi)
3900
3770
3840
4950
4860
4910
FRACTURE
TYPE
ritten approval of HBC Engineering, Inc.
CONCRETE COMPR " SIVE STRENGTH TEAC'"7_
Date of Service: 06/09/1998
Report No.: 9814811
Client No.: 52617000 Project No.: 43-2452
Client:
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Project: Coppell
Belt Li~
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
T[MESAMPLED: 7:35 am BY:
WEATHER CONDITIONS: Partly
TEMPERATURE (F) - Am 81 F
TRUCK NO: 849 TICm
AIR CONTENT (%): 3.2
PLACEMENT LOCATION:
Sec page I
SAMPLE LOCATION: 120'E/W, 15'S/N from SEC of bldg.
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SL[JMP DATE AGE LOAD
SET NO. (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 130060
2 4 6.50 07/07/1998 28 133800
Average
A(
This report is exclusively for the use of the client indicated abov9 and shall not be reproduced except in full without the
01AK Page 2 of 5
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
07/I0/1998
-97
Business Center II
e Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: N/A
'erry L. Smith
oudy
ONCRETE: 83 F
XNO: 712533
IT WEIGHT (pcO: N/A
;CUMULATIVE YARDS:
COMPRESSIVE
STRENGTH
(psi)
3900
3860
3880
4600
4730
4670
170
FRACTURE-
TYPE
itten approval of HBC Engineering, Inc.
· CONCRETE COMPR,_ SIVE STRENGTH
Date of Service: 06/09/1998 Report No.: 98148
Client No.: 52617000 Project No.: 43-24.'
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:
CO~ACrOR: 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: 9:35 am BY:
WEATHER CONDITIONS: Clear,
TEMPERATURE (F) - AIR 84 F ~
TRUCK NO: 849 TICK
AIR CONTENT (%): 3.5 U~
PLACEMENT LOCATION:
Sec page I
SAMPLE LOCATION: 165'W/E, 45'S/N from SWC of bldg.
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
3 1 6.50 06/16/1998 7 102700
3 2 6.50 06/16/1998 7 98460
Average
3 3 6.50 07/07/1998 28 120070
3 4 6.50 07/07/1998 28 122470
Average
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 5
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date '
07/10/1998
-97
Business Cent6r II
te Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 9:26 am
Ferry L. Smith
Jnny
2ONCRETE: 82 F
STNO: 712520
lIT WEIGHT (pc0: N/A
2CUMULATIVE YARDS: 240
COMPRESSIVE
STRENGTH
(psi)
3630
3480
3560
4250
4330
4290
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
43-245~
Coppel]
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: 3-5%
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
.97
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
07/10/1998
Business Center II
te Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIMEs N/A
CONCRETE CLASS: 9351
I'LACEMENT DATE: 06/09/1998
TIME SAMPLED: 10:50 am BY: Terry L. Smith
WEATHER CONDITIONS: Sunny, ~lear
TEMPERATVRE(F)-Am 90 F ~ONCRETE: 89
TRUCK NO: 843 TlC~I~T NO: 712545
U~
AIR CONTENT (%): 3.2
PLACEMENT LOCATION:
See page I
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 125420
4 4 5.00 07/07/1998 28 121190
Average
IT WEIGHT (pcO: N/A
~CUMULATIVE YARDS: 400
COMPRESSIVE
STRENGTH
(psi)
3830
3960
3900
4440
4290
4370
A~
This report is exclusively for the use of the client indicated above and shall not be repmduccd except in full without the v~
01AK Page 4 of 5
FRACTURE
TYPE
ittcn 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
43-245~
Coppel]
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 ~ 9-8 Days
SLUMP: 5"
AIR: 3-5%
TEST METHOD: ASTM C- 143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: 60'W/E, 45'S/N from SWC of bldg.
PROJECT DATA
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
5 1 5.00
5 2 5.00
5 3 5.00
5 4 5.00
Technician: Terry L. Smith
Report Distribution:
(1) Lincoln Property Company
(1) Butler Construction
(I) O'Brien & Associates
(I) AECC, Inc.
-97
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
07/10/1998
Business Center II
~e Rd. & Lakeshore Dr.
Texas
ed field test and cast
CONCRETE CLASS: 9351
PLACEMENT DATE: 06/09/1998
TIME SAMPLED: 12:00 pm BY: ~'erry L. Smith
WEATHER CONDITIONS: Sunny, ~:lear
TEMPERATURE (F) - AIR 92 F (~ONCRETE: 91
TRUCK NO: 725 TICI~T NO: 712552
AIR CONTENT (%): 3.0
PLACEMENT LOCATION:
See page 1
REPORT OF TESTS
MAXIMUM
AGE LOAD
(days) (lbs. force)
BATCH TIME: 1 1:40 am
DATE
TESTED
06/16/1998
06/16/1998
07/07/1998
07/07/1998
7 104240
7 106580
Average
28 124330
28 123770
Average
U~
Started: 4:00 am Finished: 2:30 pm I--~
(1) City of Coppell/BIdg. lnsp.
(1) City ofCoppell/Constr, lnsp.
(1) Mullen & Powell Technistructures
Tiffs report is exclusively for tire use of the client indicated above and shall not be reproduced except in full without the w
'IT WEIGHT (pc0: N/A
~CUMULATIVE YARDS: 470
COMPRESSIVE
STRENGTH
(psi)
3690
3770
3730
4400
4380
4390
FRACTURE
TYPE
En~
Eugeffe Harbour
Vice President
'itten approval of HBC Engineering, Inc.
01AK Page 5 of 5
CONCRETE COMPResSIVE STRENGTH
Date of Service:
Client No.:
Client:
Services:
06/30/1998 Report No.: 981692~
52617000 Project No.: 43-2452
Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Project: Coppell
Belt Lin
Coppell:
Obtain samples of fresh concrete at the placement locations, perform requi~
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 16
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
5" max.
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9349
PLACEMENT DATE: 06/30/1998
TIME SAMPLED: 6:39 am BY:
WEATHER CONDITIONS: Sunny,
-TEMPERATURE (F) - AIR 85 F
TRUCK NO: 1854 TICKi
AIR CONTENT (%): N/A uN
PLACEMENT LOCATION:
Slab leaveout, Building A, east wall and Buil,
SAMPLE LOCATION: 120' S from NE corner
REPORT OF TESTS
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
I 1 6.50 07/07/1998
I 2 6.50 07/07/1998
MAXIMUM
AGE LOAD
(days) (lbs. force)
7 89960
7 91540
Average
1 3 6.50 07/28/1998 28
I 4 6.50 07/28/1998 28
A(
Water was added without technician's approval.
Technician: Dean Martin
Report Distribution:
(l) Lincoln Property Company
(I) Butler Construction
(i) O'Brien & Associates
(I) AECC, Inc.
Started: 3:00 am Finished: 8:00 am
(I) City ofCoppell/BIdg, lnsp.
(I) City ofCoppell/Constr. Insp.
(I) Mullen& Powell Technistructures
-97
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
07/10/1998
Business Center II
,~ Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 6:20 am
)ean Martin
ight wind
ONCRETE: 88 F
:T NO: 712696
IT WEIGHT (pc0: N/A
ling C at southeast comer
~CUMULATIVE YARDS:
COMPRESSIVE
STRENGTH
(psi)
3180
3240
" 3210
10
FRACTURE
TYPE
This report is exclusively for the usc of thc client indicated above and shall not be reproduced except in full without the w
Vice President
itten approval of HBC Engineering, Inc.
01SS Page I of I