Northlake 635(3)-LR 980309CONCRETE COMPR . SIVE STRENGTH TES.
Date of Service: 02/27/1998
Client No.: 52617000
Client: Lincoln Property Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Report No.: 9806082
Project No.: 43-2452-
Project: Coppell
Belt Lin,
Coppell,
Services: Obtain samples of fresh concrete at the placement locations, perform requir~
compressive strength samples.**
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
5"
N/A
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9349
PLACEMENT DATE: 02/27/1998
TIME SAMPLED: 9:23 am BY: g
WEATHER CONDITIONS: Clear, mi
TEMPERATURE (F) - AIR 58 F C(
TRUCK NO: 410 XICm~'
AIR CONTENT (%): N/A UNr
PLACEMENT LOCATION:
Building A slab, llAto I1C, llAto HA, IlC
SAMPLE LOCATION: 9.5 at A.5
CYLINDER
MARKED
SET NO.
REPORT OF TESTS
MEASURED MAXIMUM
SLUMP DATE AGE LOAD
(inches) TESTED (days) (lbs. force)
1 1 5.50 03/06/1998 7 110090
I 2 5.50 03/06/1998 7 105840
Average
I 3 5.50 03/27/1998 28
1 4 5.50 03/27/1998 28
AC
Note: Concrete placement was shut down by Owner and contractor becau
subgrade was too wet.
Note: Due to location of pump truck, samples were taken from concret
This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the writl
01AK Page I of 2
8901 Carpenter Frwy., Suite gl{H}
Dallas, Texas 75247
97
Report Date
03/09/1998
3usiness Center II
Rd. & Lakeshore Dr.
Texas
:d field test and cast
BATCH TIME: 8:20 am
· ian Otis
Id
~NCRETE: 64 g
NO: 634073
'WEIGHT (oct3: N/A
~ 8C
~UMULATIVE YARDS:
:OMPRESSIVE
STRENGTH
(psi)
3890
3740
3820
70
FRACTURE
TYPE
se the
e trucks,
en approval of HBC Engineering, Inc.
'CONCRETE COMPR . SIVE STRENGTH
Date of Service: 02/27/1998
Client No.: 52617000
Client:
Lincoln ProPerty Company
3300 Lincoln Plaza/Larry Moon
500 North Akard Street
Dallas TX 75201-3394
Report No.: 9806082
Project No.: 43-2452.
Project: Coppell
Belt Lin
Coppell,
Services: Obtain samples of fresh concrete at the placement locations, perform requiv
compressive strength samples.**
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer Concrete
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 4000 psi ~ 28 Days
5"
N/A
ASTM C- 143
ASTM C- ! 72
ASTM C-39
SAMPLE LOCATION:
7.5 at B.5
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
2 I 5.00
2 2 5.00
2 3 5.00
2 4 5.00
PROJECT DATA
CONCRETE CLASS: 9349
PLACEMEWr DATE: 02/27/1998
TIME SAMPLED: 10:00 am BY: B
WEATHER CONDITIONS: Clear, mi
TEMPERATURE (F) - AIR 58 F
TRUCK NO: 802 TICKE
AIR CONTENT (%): N/A UN!
PLACEMENT LOCATION:
See page I
REPORT OF TESTS
·. MAXIMUM
DATE AGE LOAD
TESTED (days) (lbs. force)
03/06/1998 7 94360
03/06/1998 7 90440
Average
03/27/1998 28
03/27/1998 28
AC
Note: See page 1
Technician: Brian Otis
Report Distribution:
(I) Lincoln Property Company
(I) Butler Construction
{ I) O'Brien & Associates
(I) AECC, Inc.
Started: 7:30 am Finished: 12:00 I--~
(l) City of Coppell/BIdg. insp.
( I ) City of Coppell/Constr. insp.
This report is exclusively tbr tile usc of the client indicated above and shall not be reproduced except in thll without the wi
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
97
Report Date
03/09/1998
3usiness Center II
:Rd. & Lakeshore Dr.
Texas
~d field test and cast
BATCH TIME: 9:15 am
rian Otis
Id
)NCRETE: 66 V
rNO: 634080
r WEIGHT (pcO: N/A
2UMULATIVE YARDS:
2OMPRESSIVE
STRENGTH
(psi)
3340
3200
3270
170
FRACTURE
TYPE
:~ugene Harbour
Vice President
ten approval of HBC Engineering, Inc.
01AK Page 2 of 2