Northlake 635(2)-LR 970421 (6)Maxi~
25;
TECHNOLOGIES INC
CLIENT:
PROJECT:
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
SERVICES: Test compressive
inspection.
PAGE 1 OF 3
PROJECT NO.: 0903~
REPORT NO.: 11419
DATE OF SERVICE: 3
AUTHORIZATION: Cha
REPORT DATE: 4/2
strength specimens prepared in conjunct/
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 2 2
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28
SLUMP: 5"
METHOD OF TEST
SAMPLING: ASTM C-172
MOLDING & CURING: ASTM C31
SLUMP: ASTM C143
TEMPERATURE: ASTM C1064
AIR CONTENT: ASTM C173
UNIT WEIGHT:
CAPPING/PADS: ASTM C617
TESTING: ASTM C39
DAYS
AIR: 3-6%
CYLINDER
MARKED DATE
SET NO. TESTED
1 1 3/28/97
1 2 3/28/97
1 3 4/18/97
1 4 4/18/97
PROJECT DATA
MIX DESIGN NUMBER: 933~.
CLASS OF CONCRETE: 300C
DATE OF PLACEMENT: 3/;
TIME SAMPLED: 05 -- O0
TEMPERATURE (DegF)- AIR:
TRUCK NO: 728
MEASURED SLUMP (in.): 5.
AIR CONTENT(%): 3.25
LOCATION OF PLACEMENT:
170' From expansion
building A. 6' from
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 0 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH
{days) {in.) {sq.in.) {lbs. force) (psi}' F;
7 6.00 28.27 99880 3530
7 6.00 28.27 96080 3400 Cl
28 6.00 28.27 123300 4360 C~
28 6.00 28.27 123930 4380 C~
Technician: David King
Technician
Report Of Tests Continued On Page 2
n Tach. · Southwestern Labs
5 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telaphone: (214) 631-2700
FAX: (214} 920-1891
5034
/21/97
rlie
1/97
on with concrete
psi @ 28 days
1/97
BY: David King
2 CONCRETE: 70
TICKET NO: 343186
~0
joint at west end of
north curb.
~ACTURE TYPE REMARKS
)NE
~NE
~NE
~NE
Our letters ~ reoorts are for the exclusive use of the ciient tO w~om they are a~dressed and shstl mot t~ reorod~ :ed exceot in
full without the approval of the testing laPorator¥. The use of our name must receive our wrltter% apOroval. Our ! Jtters a~d reDo~ts
I O01 LW apply ont¥ to the aar~ole tested and/or ~napected, and are not :nd~ca~ve of the cluantities of apparently identical o~ similar ~roducts.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 3/21/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Continued)
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 22
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28
SLUMP: 5"
METHOD OF TEST
SAMPLING: ASTM C-172
MOLDING & CURING: ASTM C31
SLUMP: ASTM C143
TEMPERATURE: ASTM C1064
AIR CONTENT: ASTM C173
UNIT WEIGHT:
CAPPING/PADS: ASTM C617
TESTING: ASTM C39
DAYS
AIR: 3-6%
CYLINDER
MARKED DATE
SET NO. TESTED
PROJECT DATA
MIX DESIGN NUMBER: 9339
CLASS OF CONCRETE: 3000
DATE OF PLACEMENT: 3/2
TIME SAMPLED: 06=25
TEMPERATURE (DegF) - AIR: 5
TRUCK NO: 551
MEASURED SLUMP (in.): 6.0
AIR CONTENT(%): 4.0
LOCATION OF PLACEMENT:
10'From west expansi
building A, 4' fro~
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH
(days) {in.) (sq.in.) (lbs. force) (psi~ Fl:
2 1 3/28/97
2 2 3/28/97
2 3 4/18/97
2 4 4/18/97
7 6.00 28.27 87540 3100 CC
7 6.00 28.27 78970 2790 CC
28 6.00 28.27 116970 4140 CC
28 6.00 28.27 114460 4050 CC
Technician: David King
Technician
Report Of Tests Continued On Page 3
REPORT NO. 114197
PAGE 2 OF 3
SET NO. 2
psi @ 28 days
~/97
BY: David King
CONCRETE: 70
TICKET NO: 343197
on joint at end of
north curb.
ACTURE TYPE REMARKS
NE
NE
NE
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 3/21/97
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
SAMPLING: ASTM C-172
MOLDING & CURING: ASTM C31
SLUMP: ASTM C143
TEMPERATURE: ASTM C1064
AIR CONTENT: ASTM C173
UNIT WEIGHT:
CAPPING/PADS: ASTM C617
TESTING: ASTM C39
CYLINDER
MARKED DATE
SET NO. TESTED
PROJECT DATA
MIX DESIGN NUMBER: 9339
CLASS OF CONCRETE: 3000
DATE OF PLACEMENT: 3/2
TIME SAMPLED: 08:30
TEMPERATURE (DegF) - AIR: 7~
TRUCK NO: 739
MEASURED SLUMP (in.): 6.51
AIR CONTENT(%): 4.25
LOCATION OF PLACEMENT:
110' From east curb
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH
(days) (in.) (sq.in.) (lbs. force) (psi) FR
3 1 3/28/97 7 6.00 28.27 90790 3210 CO]
3 2 3/28/97 7 6.00 28.27 96160 3400 CO]
3 3 4/18/97 28 6.00 28.27 115450 4080 CO]
3 4 4/18/97 28 6.00 28.27 124990 4420 CO!
Technician: David King
Technician
Report Distribution:
(1) Lincoln P~'op~z~' Co.
(1l BUTLER CONSTRUCTION INCORP.
(1 } BROCKETT-DA%'IS-DRAKE, INC.
(1! THE CITY' OF COPPELL
(1l THE CITY OF COPPELL
(li O'BRIEN ASSOCIATES, INC.
(1} A.E.C.C.
1001 LW
Our letters and reoorts are for the exclusive use of :he client :o whom [ney are addressed and shall not be reproduce(
full without the al3p~'oval of the testing lat~oratory. The use of our name must receive our written aoprovsl. Our lette
aDpIy only to t~e samoie ~ested amd/or inspected,. ~ancl are not indicative of the quantities of e~patentl¥ tdentical or sin
REPORT NO. 114197
PAGE 3 OF 3
SET NO. 3
psi @ 28 days
L/97
BY: David King
CONCRETE: 70
TICKET NO: 343210
2' from north curb.
kCTURE TYPE REMARKS
;E
IE
~E
[E
~J~en, B.S. Ch.E.
,ject Manager
except in