Northlake 635(2)-LR 970328 (2)TECHNOLOGIES INC
Maxil
257
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.: 11419
COPPELL BUSINESS CENTER DATE OF SERVICE: 3
WRANGLER DR. & BELTLINE RD. AUTHORIZATION: Cha
COPPELL, TX REPORT DATE: 3/2
PAGE 1 OF 3
Test compressive strength specimens prepared in conjuncti.
inspection.
PROJECT DATA
CONTRACTOR: BUT'r.ER CONSTRUCTION MIX DESIGN NUMBER: 9339
CONCRETE SUPPLIER: PIONEER CLASS OF CONCRETE: 3000
PLANT: 22 DATE OF PLACEMENT: 3/2
SPECIFICATION REQUIREMENTS TIME SAMPLED: 05: 00
STRENGTH: 3000psi @ 28 DAYS TEMPERATURE (DegF) - AIR: 5;
SLUMP: 5" AIR: 3-6% TRUCK NO: 728
METHOD OF TEST MEASURED SLUMP (in.): 5.5
SAMPLING: ASTM C-172 AIR CONTENT(%): 3.25
MOLDING & CURING: ASTM C31
SLUMP: ASTM C143 LOCATION OF PLACEMENT:
TEMPERATURE: ASTM C1064 170' From expansion
AIR CONTENT: ASTM C173 building A. 6' from
UNIT WEIGHT:
CAPPING/PADS: ASTM C617
TESTING: ASTM C39 REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH- 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH
(days) (in.) Isq.in.) (lbs. force) (psi) FR
7 6.00 28.27 99880 3530 CO
7 6.00 28.27 96080 3400 COl
CYLINDER
MARKED DATE
SET NO. TESTED
3/28/97
3/28/97
4/l~/97
28
1 4 4/18/97 28
Technician: David King
Technician
Report Of Tests Continued On Page 2
n Tech.· Southwestern Labs
5 Lone Star Dr. · P.O. Box 224227
Dallas. Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
05034
?
/21/97
~l£e
3/97
)n with concrete
psi @ 28 days
~/97
BY: David King
CONCRETE: 70
TICKET NO: 343186
oint at west end of
orth curb.
~,CTU RE TYPE REMARKS
4E
4E
1OO1 FR
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 3/21/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Cont i nued)
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' from
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~
2 1 3/28/97
2 2 3/28/97
2 3 4/18/97
7 6.00 28.27 87540 3100 CO5
7 6.00 28.27 78970 2790 CO5
28
2 4 4/18/97 28
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
n joint at end of
north curb.
CTURE TYPE REMARKS
Our !attars ar~ reports are for tt~e exclusive Lee of the client to whom they are addressed ~d shall not ~ reor~uc~ except in
~uil wltho~ t~ aDprovei of t~ t~ti~ leDoratory. T~ ~ of o~ name m~t receive o~ written approval. Our lette~ I a~ reports
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 3/21/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
( Cont i hued)
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: 08:30
TEMPERATURE (DegF) - AIR: 7
TRUCK NO: 739
MEASURED SLUMP (in.): 6.5
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 I 3/28/97
3 2 3/28/97
3 3 4/18/97
7 6.00 28.27 90790 3210 CO
7 6.00 28.27 96160 3400
28
3 4 4/18/97 28
Technician: David King
Technician
Report Distribution:
{1 ! Lincoln Pro~erW Co. ~/1~
{1) BUTLER CONSTRUCTION ,NCORP.
(11 THE CITY OF COPPELL
(1) THE CITY OF COPPELL
{1) O'BRIEN ASSOCIATES. INC.
(1) A.E.C.C.
Our let~e*e and reports are for the exclusive use of the client to whom they are addressed and ~1 not be roprocluc~
REPORT NO. 114197
PAGE 3 OF 3
SET NO. 3
psi @ 28 days
1/97
BY: David King
CONCRETE: 70
TICKET NO: 343210
2' from north curb.
%CTURE TYPE REMARKS
~E
RN LABS
~racken, B.S. Ch.E.
~ject Manager
I except in