Northlake 635(2)-LR 970207Maxi
25
TECHNOLOGIES INC
CLIENT:
PROJECT:
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
Lincoln Property Co.
500 N. AKARD, SUITE 3300
ATTN: LARRY MOON
Dallas, TX 75201
COPPELL BUSINESS CENTER
WRANGLER DR. & BELTLINE RD.
COPPELL, TX
PROJECT NO.: 0903
REPORT NO.: 1119~
DATE OF SERVICE:
AUTHORIZATION:
REPORT DATE: 2 /
SERVICES: Sample concrete at location of placement, perform requir~
prepare and test concrete compressive strength specimens.
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 5-7"
AIR: N/A
METHOD OF TEST: ASTM C-39
ASTM C-143
PROJECT DATA
CLASS OF CONCRETE: Mix
DATE OF PLACEMENT: 1/~
TIME SAMPLED: 08: 40AM
TEMPERATURE (°F) - AIR: 4~
TRUCK NO: 454
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Piers for Building
from top of pier, pl
A.5-1.O, F-1.0 and
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
1 1 5.00
1 2
1 3
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM
DATE AGE DIAMETER AREA LOAD
TESTED (days) (in.) {sq.in.) (lbs. force)
2/07/97 7 6.00 28.27 100030
2/28/97 28
2/28/97 28
ADDITIONAL COMMENTS:
Technician
time recorded on report
number 111982
Technician: Abdullah Ethem
Technician
Report Distribution: MAXI~
(1) Lincoln Property Co. ~
(1) BUTLER CONSTRUCTIO, INC0RP. / /
(1) BROCKETT-OAVIS-DRAKE, INC. ~ ~
(1) TIlE CITY OF C0PPELL / ~.~.,~
(1) THE CITY OF C0PPELL ( ~/~
(1) 0 9RIEN ASSOCIATES, [NC. //~
1001 LW Ou~ letters and reports are for the exc us ve use of the c ient to whom they ers addressed ~ shai! no~aprodu
full without the approval of the testing laboratory. The uss o~' ourname must receive our written approval. Ou~, la~
apply only to the sample tested end/or insl3ected, and are not indicative of the quantities of apparently ider%ticsl or
rn Tach. ·Southwestem Labs
75 Lone Star Dr. · P.O. Box 224227
Dallas. Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
605034
13
./31/97
)7/97
~d field tests,
Number 9337
11/97
BY: Abdullah Ethem
CONCRETE: 53
TICKET NO: 336413
B Pier #F-i.O 2' below
.acement w/this load
~-1.0
:OMPRESSIVE
STRENGTH
(psi}
3540
REMARKS
h~BS
:ed except in
tars artd reports
~imiier products.