Northlake 635(2)-LR 970210TECHNOLOGIES INC
Max
25
CLIENT:
PROJECT:
SERVICES:
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,: 1121~
DATE OF SERVICE:
AUTHORIZATION:
REPORT DATE: 2/
Sample concrete at location of placement, perform requirG
prepare and test concrete compressive strength specimens.
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: Pioneer
PLANT: 29
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: 2/(
TIME SAMPLED: 10: 15~[
TEMPERATURE (°F) - AIR: 65
TRUCK NO: 98
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Pier Building "B" PJ
elevation, placement
A-5.0 and A.1-8.4
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
1 1 4.00
1 2
1 3
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 C~YLINDERS
MAXIMUM
DATE AGE DIAMETER AREA LOAD
TESTED {days) (in.) (sq.in.) (lbs. force)
2/10/97 7 6.00 28.27 135630
3/03/97 28
3/03/97 28
ADDITIONALCOMMENTS:
Technician time recorded on report number 112139
Technician: Abdullah Ethem
Technician
Report Distribution: MAXIM TEC
(1) Lincoln Property Co. (1) A.E.C.C.
(1) BUTLER CONSTRUCTION INCORP. ~
(1) BROCKETT-DAVIS-DRAKE, INC.
(1) THE CITY OF COPPELL
(1) THE CITY OF COPPELL
(1) O'BRIEN ASSOCIATES, INC.
1001 LW Our letters a~ reports arm for the excl~ivo u~e of t~ client to whom they are ~dreml~ a~ ah~l not ~ ropr~uc
full without the approval of t~ t~ting laboratory. The ~ of ourname m~t receive our written eoproYN. O~ leu
ao~l¥ only to the sam~le tested and/or inspected, and are not :~icat[ve of the quantities of aoparently identical or s
m Tech. · Southwestern Labs
75 Lone Star Dr. s P.O. Box 224227
Dallae, Texas 75222
Telephone: (214) 631-2700
FAX: {214) 920-1891
505034
~O
:/03/97
,0/97
~d field tests,
Number 9337
,3/97
BY: Abdullah Ethem
CONCRETE: 68
TICKET NO: 334899
er #A-4.5 top of pier
w/this load A-4.5,
3MPRESSIVE
STRENGTH
(psi)
4800
REMARKS
except in