Northlake 635(3)-LR 980318CONCRETE COMPR ,SIVE STRENGTH
Date of Service: 02/25/1998 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
980591~
43-2452
Coppeli
Belt Lin
Coppell,
Services: Obtain samples of fresh concrete at the placement locations, perform requil
compressive strength samples.**
PROJECT DATA
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 3500 psi ~ 28 Days
5"
N/A
ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: A-10.5, A-10, A-9.5
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
1 1 5.75
1 2 5.75
1 3 5.75
1 4 5.75
Technician time
on report
TRUCK NO: 760
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Piers, Building B
DATE
TESTED
03/04/1998
03/04/1998
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
03/I 8/1998
-97
Business Center II
~ Rd. & Lakeshore Dr.
Texas
ed field test and east
03/25/1998
03/25/1998
9805915.
CONCRETE CLASS: 9337
PLACEMENT DATE: 02/25/1998 BATCHTIME: 10:00 am
TIME SAMPLED: 10:43 am BY: l~ rian Otis
WEATHERCONDmONS: Cloudy, ~indy
TEMPERATURE (F) - AIR 68 F C 3NCRETE: 80 F
TIC~T NO: 633978
uN] T WEi~;Irr (peO: N/A
Technician: Brian Otis
Report Distribution:
(i) Lincoln Property Company
(!) Butler Construction
(I} O'Brien & Associates
(I) AECC, Inc.
REPORT OF TESTS
MAXIMUM
AGE LOAD
(days) (lbs. force)
01AK
7 112730
7 108670
Average
28 130450
28 133800
Average
Started: Finished: I-~
(1) City of Coppeli/Bldg, lnsp.
(1) City of Coppell/Constr. Insp.
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the w
AC
Page 1 of I
CUMULATIVE YARDS: 10
COMPRESSIVE
STRENGTH
(psi)
3990
3840
3920
4610
4730
4670
Engin~ Inc.
gene Harbour
Vice President
ten approval
of HBC Engineering, Inc.
CONCRETE COMPRESSIVE STRENGTH TES'F
Date of Service: 02/I 2/1998 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
980489
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: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 3500 psi ~ 28 Days
5"
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9337
PLACEMENT DATE: 02/12/1998
TIME SAMPLED: 1:00 pm BY:
WEATHER CONDITIONS:
TEMPERATURE (lq} - AIR
TRUCK NO: 515
AIR CONTENT (%): N/A
PLACEMENT LOCATION:
Piers, Bldg. C
Cloudy
60 F (
TICIC
SAMPLE LOCATION: I-H, 1-H.25, 1-H.75
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
1 I 4.50
1 2 4.50
1 3 4.50
I 4 4.50
Technician time on report
DATE
TESTED
02/19/1998
02/19/1998
03/I 2/1998
03/12/1998
9804890.
-97
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #I00
Dallas, Texas 75247
Report Date
03/18/1998
Business Center II
e Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCH TIME: 11:53 am
5rian Otis
sprinkles
:ONCRETE: 66 F
~TNO: 633252
IT WEIGHT (pcf): N/A
REPORT OF TESTS vamps: 40
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(day~ (Ibs.~rce) (psi)
7 102950 3640
7 106630 3770
Average 3710
28 150010 5310
28 147680 5220
Average 5270
FRACTURE
TYPE
Technician: Brian Otis
Report Distribution:
(I) Lincoln Property Company
(1) Butler Construction
(I) O'Brien & Associates
(I) AECC. Inc.
Started:
(I) City of Coppell/Bldg. lnsp.
(I) City of Coppell/Constr. lnsp.
Finished:
This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full v~ithout the v
Ha~bour
Vice President
of HBC Engineering, Inc.
01AK Page 1 of 1
CONCRETE COMPR SIVE STRENGTH TES
Date of Service:
Client No.:
Client:
Services:
CONTRACTOR:
CONCRETE SUPPLIER:
PLANT:
SLUMP:
AIR:
TEST METHOD:
02/25/1998 Report No.: 980591
52617000 Project No.: 43-245'~
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.**
Butler Construction
Pioneer Concrete
22
SPECIFICATION REQUIREMENTS
STRENGTH: 3500 psi ~ 28 Days
5"
N/A
ASTM C- ! 43
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9337
PLACEMENT DATE: 02/25/1998
TIME SAMPLED: 10:43 am BY:
WEATHER CONDITIONS: Cloudy..
TEMPERATURE (F) - Am 68 ~ C
TRUCK NO: 760 TICK~
AIR CONTENT (%): N/A UN
PLACEMENT LOCATION:
Piers, Building B
SAMPLE LOCATION: A-10.5, A-10, A-9.5
REPORT OF TESTS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
1 1 5.75 03/04/1998 7 112730
! 2 5.75 03/04/1998 7 108670
Average
1 3 5.75 03/25/1998 28
i 4 5.75 03/25/1998 28
Technician time on report 9805915.
A£
.97
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
03/18/1998
Business Center II
e Rd. & Lakeshore Dr.
Texas
ed field test and cast
BATCHTIME: 10:00 am
;rian Otis
windy
DNCRETE: 80 F
TNO: 633978
IT WEIGHT (pcf): N/A
CUMULATIVE YARDS:
COMPRESSIVE
STRENGTH
(psi)
3990
3840
3920
Technician: Brian Otis Started: Finished:
Report Distribution:
( l ) Lincoln Property Company ( I ) City of Coppell/BIdg. Insp.
] ~uge~-e Harbour
( I ) Butler Construction ( I ) City of Coppell/Constr. Insp.
( l ) O'Brien & Associates / Vice President
(I) AECC. Inc.
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without thc wri~en approval of HBC
01AK Page 1 ofl
10
FRACTURE
TYPE
Engineering, Inc.