Northlake 635(2)-LR 970206 (2)TECHNOLOGIES INC
Msx
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
CLIENT: Lincoln Property Co.
500 N. AKARD, SUITE 3300
ATTN: LARRY MOON
Dallas, TX 75201
PROJECT:
COPPELL BUSINESS CENTER
WRANGLER DR. & BELTLINE RD.
COPPELL, TX
PROJECT NO.: 0903
REPORT NO.: 1118!
DATE OF SERVICE:
AUTHORIZATION:
REPORT DATE: 2 /
SERVICES: Test compressive strength specimens prepared in conjunctl
inspection.
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 5"
AIR: 3-6%
METHOD OF TEST: ASTM C-39
PROJECT DATA
MIX DESIGN NUMBER: 933!
DATE OF PLACEMENT: 1/2
TIME SAMPLED: 0.8: 15~
TEMPERATURE (°F) - AIR: 4(
TRUCK NO: 552
AIR CONTENT(%): 5.0
LOCATION OF PLACEMENT:
75' West, 50' nroth
corner
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
CYLINDER MEASURED
MARKED SLUMP DATE AGE
SET NO. (inches) TESTED {days)
i 1 5.00 2/06/97 7
1 2 2/27/97 28
1 3 2/27/97 28
1 4 HOLD HOLD
MAXIMUM
DIAMETER AREA LOAD
(in.) (sq.in.) (lbs. force)
6.00 28.27 82020
ADDITIONALCOMMENTS:
Ten (10) gallons of water added
Concrete contractor adding water to trucks after slump is
Technician: Steve Long
Technician
Report Of Tests Continued On Page 2
1001 LW
rm Tach. · Southwestern Labs
75 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
605034
)0
~/30/97
)6/97
.on with concrete
)
10/97
BY: Steve Long
CONCRETE: 50
TICKET NO: 336236
of northeast building
:OMPRESSIVE
STRENGTH
{psi)
2900
REMARKS
let.
Our letters end reports ue for the exclusive usa of the client to whom they are Iddrelaed and shill not be ropredu ed except in
full without the approval of the tearing laboratory. The ule of ourname must receive our written approvil, Our te ere end reports
apply only to the ssmple teated and/or inspected, and are not indicative of the quantities of apparently identicst or ! imilsr Droducte.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OFSERVICE: 1/30/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Continued)
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 5"
AIR: 3-6%
METHOD OF TEST: ASTM C-39
PROJECT DATA
MIX DESIGN NUMBER: 933c~
DATE OF PLACEMENT: 1/2
TIME SAMPLED: ll:20AM
TEMPERATURE ( I F) - AIR: 50
TRUCK NO: 131
AIR CONTENT(%): 6.0
LOCATION OF PLACEMENT:
70' East, 40' north
corner
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM
AGE DIAMETER AREA LOAD
(days) {in.} (sq.in.) (lbs. force)
2 1 6.50 2/06/97 7
2 2 2/27/97 28
2 3 2/27/97 28
2 4 HOLD HOLD
6.00 28.27 76810
ADDITIONALCOMMENTS:
Fifteen (15) gallons of water added. Concrete contractor ad
slump was visually set.
Technician: Steve Long
Technician
Report Distribution:
(1) Lincoln Property Co. M~
(1) BUTLER CONSTRUCTION INCORP. /
(1) SROCKETT-DAVIS-DRAKE, INC. /
(1) THE CITY OF COPPELL //
(1) T"E CITY OF COPPELL / ~(a'~"l~/
(1) 0'8RIEN ASSOCIATES, INC. ~
1001 LW Our le~S ~ re,otis are for t~ excl~ive ~ of t~ client te w~m t~y ~e ~dr~ ~ ~
full withe~ t~ a~revN of t~ t~ti~ laboratory. T~ ~ of o~neme m~t re~ive ~ written ~gr~val. O~
aD~Iy only to t~ sample teated and/or i~Dected, a~ are not i~icative of t~ quantities of a¢garently identical or
REPORT NO.
PAGE 2
SET NO. 2
111890
0/97
BY: Steve Long
CONCRETE: 55
TICKET NO: 336276
of northwest building
OMPRESSIVE
STRENGTH
(psi)
REMARKS
2720
ding water after
3ject Manager
d except in
ri M~d reporta
nil~f producte.