Northlake 635(2)-LR 970512 (4)Maxi~
25;
TECHNOLOGIES INC
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 AND BELTLINE RD
COPPELL TX
PAGE 1 OF 1
PROJECT NO.: 0903~
REPORT NO.: 11627
DATE OF SERVICE: 5
AUTHORIZATION: On
REPORT DATE: 5/1
Sample concrete at location of placement, perform require
prepare and test concrete compressive strength specimens.
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: Pioneer
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 4" Max. AIR: N/A
METHOD OF TEST
SAMPLING: ASTM C-172
MOLDING & CURING: ASTM C31
SLUMP: ASTM C143
TEMPERATURE: ASTM C1064
AIR CONTENT: ASTM C173
UNIT WEIGHT: N/A
CAPPING/PADS: ASTM C617
TESTING: ASTM C39
CYLINDER
MARKED DATE
SET NO. TESTED
5/12/97
6/02/97
6/02/97
PROJECT DATA
CLASS OF CONCRETE: Mix
DATE OF PLACEMENT: 5/G
TIME SAMPLED: 10: 30AM
TEMPERATURE (DegF) - AIR: 6
TRUCK NO: 133
MEASURED SLUMP (in.): 3.
AIR CONTENT(%): 2.0
LOCATION OF PLACEMENT:
Pier A-7.0 placemen'
and A-7.5, A-6.0 and
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH
(days) (in.) (sq.in.) (lbs. force) (psi) ' FF
7 6.00 28.27 111690 3950 CC
28
28
1 4 HOLD
ADDITIONALCOMMENTS:
Technician time recorded on report number 116277
Technician: Abdullah Ethem
Technician
Report Distribution:
(1) Lincoln Propen'y Co.
(1) BUTLER CONSTRUCTION INCORP.
(1) BROCKETT-DAVI~.ORAKE, INC.
(1) THE CITY OF COl=PELt.
(1) THE CITY OF COPPELL
(1) O'BRIEN ASSOCIATES, INC.
{1! A.E.C.C.
1001 LW
fu~l without the ~prov~l of the te~tini] I~boratory. /he u~e or o.~. n~me m.u~[ recmv.~.our .wr,tt~ ~?,.gv.m.. :-T' ~"l
n Tach. ·Southwestem Labs
5 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
;05034
8
105197
going
~/97
d field tests,
Number 9337
5/97
BY: Abdullah Ethem
CONCRETE: 77
TICKET NO: 375985
with this load A-7.0
A-6.5.
ACTURE TYPE REMARKS
t~t ~
imilar