Northlake 635(3)-LR 980731 CONCRETE COMPRr"sSIVE STRENGTH TEar
Date of Service: 07/21/1998 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
981866
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
STRENGTH: 4000 psi @ 28 Days
3-5"
3-6%
ASTM C- 143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENX DATE: 07/21/1998
TIME SAMPLED: 12:00 pm
WEATHER CONDITIONS: Clear, h
TEMPERATURE (F)-AIR 98 F (
TRUCK NO: 857 TICK
AIR CONTENT (%): 5.1
PLACEMENT LOCATION:
Paving, Building D - southwest corner of bui!
SAMPLE LOCATION: 70'E/12'S
REPORT OF TESTS
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
1 I 6.50 07/28/1998
1 2 6.50 07/28/1998
MAXIMUM
AGE LOAD
(days) (lbs. force)
7 103250
7 106550
Average
I 3 6.50 08/18/1998 28
! 4 6.50 08/18/1998 28
This report is exclusively lbr the use of the client indicated above and shall uot be reproduced except in full without the
01AK Page I of 2
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
07/31/1998
-97
Business Center II
te Rd. & Lakeshore Dr.
Texas
'ed field test and cast
BATCHTIME: I 1:10 am
(eith Fowler
>t
:ONCRETE: 97 F
~T NO: 729064
IT WEIGHT (pcf): N/A
ding
A~2CUMULATIVE YARDS: 80
COMPRESSIVE
STRENGTH
(psi}
3650
3770
3710
FRACTURE
TYPE
itten approval of HBC Engineering, Inc.
,CONCRETE COMPR SIVE STRENGTH
Date of Service: 07/21/1998 Report No.:
Client No.: 52617000 Project No.:
Client: Lincoln Property Company Project:
3300 Lincoln Plaza/Larry Moon
500 No~h Akard Street
Dallas TX 75201-3394
981866~
43-2452
Coppell
Belt Lin
Coppell
Services: Obtain samples of fi'esh 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
STRENGTm 4000 psi ~ 28 Days
3-5"
3-6%
ASTM C-143
ASTM C- 172
ASTM C-39
PROJECT DATA
CONCRETE CLASS: 9351
PLACEMENT DATE: 07/21 / 1998
TIME SAMPLED: 1:30 pm BY:
WEATHER CONDITIONS: Partly
TEMPERATURE (F) - AIR 103 F
TRUCK NO: 857 TICKI
AIR CONTENT (%): 5.0 UN
PLACEMENT LOCATION:
Paving, Building B - southeast approach
SAMPLE LOCATION:
South end of southeast approach
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
2 1 5.50
2 2 5.50
2 3 5.50
2 4 5.50
REPORT OF TESTS
MAXIMUM
DATE AGE LOAD
TESTED (days) (lbs. force)
07/28/1998 7 92690
07/28/1998 7 88820
Average
08/18/1998 28
08/18/1998 28
A(
Technician: Keith Fowler
Report Distribution:
(1) Lincoln Property Company
(1) Butler Construction
( I ) O'Brien & Associates
(1) AECC, Inc.
Started: 8:00 am Finished: 2:00 pm I-~
(1) City ofCoppell/Bldg, lusp.
(1) City ofCoppell/Constr, lusp,
(I) Mulleu & I)owell Technistructures
This report is exclusively lbr the use of the client indicated above aud shall not be reproduced except in full without the
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
.97
Report Date
O7/31/1998
Business Center II
e Rd. & Lakeshore Dr.
Texas
'ed field test and cast
BATCH TIME: I 1:55 am
~eith Fowler
oudy, hot
ONCRETE: 98 V
:TNO: 729068
IT WEIGHT (pcO: N/A
:CUMULATIVE YARDS:
COMPRESSIVE
STRENGTH
(psi)
3280
3140
3210
120
FRACTURE
TYPE
Eugene Harbour
Vice President
wi itten approval of HBC Engineering, Inc.
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