Northlake 635(2)-LR 970619TECHNOLOGIES INC
M;
CLIENT:
PROJECT:
SERVICES:
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
Lincoln Property Co.
500 N. AKARD, SUITE 3300 PAGE 1 OF 1
ATTN: LARRY MOON
Dallas, TX 75201 PROJECT NO.: 09(
REPORT NO.: 117]
COPPELL BUSINESS CENTER DATE OF SERVICE:
WRANGLER DR AND BELTLINE RD AUTHORIZATION:
COPPELL TX REPORT DATE: 6
Sample concrete at location of placement, perform requi
prepare and test concrete compressive strength specimen~
PROJECT DATA
CONTRACTOR: BUTLER CONSTRUCTION CLASS OF CONCRETE: Mi~
CONCRETE SUPPLIER: Pioneer DATE OF PLACEMENT: 5/
PLANT: 22 TIME SAMPLED: l0: 15A~
SPECIFICATION REQUIREMENTS TEMPERATURE (DegF) - AIR:
STRENGTH: 3000psi @ 28 DAYS TRUCK NO: 287
SLUMP: 3-5" AIR: N/A MEASURED SLUMP (in.): 4
METHOD OF TEST AIR CONTENT(%): 1.0
SAMPLING: ASTM C-172 LOCATION OF PLACEMENT:
MOLDING & CURING: ASTM C31 Pier J-4.5 @ Build:
SLUMP: ASTM C143
TEMPERATURE: ASTM C1064
AIR CONTENT: N/A
UNIT WEIGHT: N/A
CAPPING/PADS: ASTM C517
TESTING: ASTM C39 REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH- 6 X 12 CYLINDERS
CYLINDER MAXIMUM COMPRESSIVE
MARKED
SET NO.
2
3
DATE AGE DIAMETER AREA LOAD STRENGTH
TESTED [days) !in.) (sq.ln.) {Ihs. force), !psi}
5/29/97 7 6.00 28.27 96420 3410
6/19/97 28 6.00 28.27 129520 4580
6/19/97 28 6.00 28.27 130860 4630
1 4 HOLD
ADDITIONALCOMMENT$:
Technician time recorded on report number 117178
Technician: Francisco Calvi!lo
Technician
Report Distribution:
{ 1 ) Lincoln Prooer~y Co. I~L,~/% ~..~l~"r3
I1) BUTLER CONSTRUCTION INCORP.
{1! 8ROCK~AVI~ iNC.
(1) THE CI~ OF COPPE~
{lt THE Cl~ OF COPPELL
{1(1) ) A.E.C.c.O'BRI EN ASSOCIATES, INC. ///
O~ le~e~ ~ reD~ ~l f~ t~ excl~ive ~ el t~ clien[ to whom t~y ~dr~ ~1 ~t ~ rm~
dm Tech. · Southwestern Labs
575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: {214) 631-2700
FAX: (214) 920-1891
3605034
79
5/22/97
,ngoing
19/97
'ed field tests,
Number 9337
22/97
BY: Francisco Calvillo
72 CONCRETE: 82
TICKET NO: 377026
00
ng A
:RACTURE TYPE REMARKS
ONE
ONE
ONE
kABS
~ Bracken, B.S.
reject Manager
~ced oxce~ in
Ch.E.