Northlake 635(2)-LR 970303TECHNOLOGIES INC
Maxi
25
CLIENT:
PROJECT:
SERVICES:
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
Lincoln Property Co.
500 N. AKARD, SUITE 3300
ATTN: LARRY MOON
Dallas, TX 75201 PROJECT NO.: 0903
REPORT NO.: 1121;
COPPELL BUSINESS CENTER DATE OF SERVICE:
WRANGLER DR. & BELTLINE RD. AUTHORIZATION:
COPPELL, TX REPORT DATE: 3/
Test compressive strength specimens prepared in conjuncti
inspection.
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 29
SPECIFICATION REQUIREMENTS
STRENGTH: 4000psi @ 28 DAYS
SLUMP: 5"
METHOD OF TEST: ASTM C-39
PROJECT DATA
MIX DESIGN NUMBER: 9349
DATE OF PLACEMENT:
TIME SAMPLED: 04: 45~
TEMPERATURE (DF) - AIR: 58
TRUCK NO: 122
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
85' North, 25' east
corner building B
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
1 1 3.00 2/10/97
1 2 3.00 3/03/97
~ 3 3.00 3/03/97
1 4 HOLD HOLD
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM
AGE DIAMETER AREA LOAD
{daw) (in.) (sq.in.) (lbs. force)
7 6.00 28.27 158670
28 6.00 28.27 190080
28 6.00 28.27 185530
Technician: Stewart Ainsworth
Technician
Report Of Tests Continued On Page 2
1OO1 LW
Tech. ·Southwestem Labs
Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
505034
8
/03/97
3/97
on with concrete
3/97
BY: Stewart Ainsworth
CONCRETE: 68
TICKET NO: 334864
of southwest building
3MPRESSIVE
STRENGTH
{psi)
5610
6720
6560
REMARKS
Our lettera and reporm are for the exclusive ~e of the client to whom they are ed.dre~eed end ~hall not be re,~m'edu~ d exce!=t in
full without the approved of the te~ting laboretory. The u~e of o~rname muet rectore .our written ~oprGvel. ~' let/! m a~l repor~
lpp y only to the sarnpte te~tKI end/or in~oected, and are not In'lie&tire of the quantltle~ of i~pa~efltly idea( c,a or m nilar pe'cidu¢~.