Northlake 635(2)-LR 970821TECHNOLOGIES INC
Ma~
2,I
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 3
PROJECT NO.: 090,',
REPORT NO.: 1206
DATE OF SERVICE:
AUTHORIZATION: C
REPORT DATE: 8/
Test compressive strength specimens prepared in conjunct
inspection.
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 74
SPECIFICATION REQUIREMENTS
STRENGTH: 4000psi @ 28 DAYS
SLUMP: 4-5" AIR: 3-6%
METHOD OF TEST
SAMPLING: ASTM C-172
MOLDING & CURING: ASTM C31
SLUMP: ASTM C143
TEMPERATURE: ASTM C-138
AIR CONTENT: ASTM C173
UNIT WEIGHT: N/A
CAPPING/PADS: ASTM
TESTING: ASTM
CYLINDER
MARKED
SET NO.
1
2
3
PROJECT DATA
MIX DESIGN NUMBER: 936
CLASS OF CONCRETE: 400
DATE OF PLACEMENT: 7/
TIME SAMPLED: 06: 45AM
TEMPERATURE (DegF) - AIR:
TRUCK NO: 728
MEASURED SLUMP (in.): 4.
AIR CONTENT(%): 4.8
LOCATION OF PLACEMENT:
Paving at northwest
C617
C39 REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH- 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
D~[TE AGE DIAMETER AREA LOAD STRENGTH
TESTED (days} (in.} (sq.in.} (lbs. force) (psi~ F
7/31/97 7 6.00 28.27 126810 4480 C~
8/21/97 28 6.00 28.27 153640 5430 c~
8/21/97 28 6.00 28.27 158610 5610 C,
1 4 HOLD
ADDITIONALCOMMENTS:
Ten (10) gallons of water added at site.
Note: Design strength- 4000 psi, actually
used 4500 psi
Technician: Yefim Palchik, MaCE
Senior Consultant
Report Of Tests Continued On Page 2
im Tech. · Southwestern Labs
;75 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 7S222
Telephone: (214) 631-2700
FAX: (214) 920-1891
,605034
55
7/24/97
~arlie
21/97
.on with concrete
PSI @ 28 DAYS
4/97
BY: Yefim Palchik, MSCE
32 CONCRETE: 93
TICKET NO: 464679
UNIT WEIGHT(pcf): N/A
corner of the building
=~ACTURE TYPE REMARKS
)NE
)NE
)NE
Our letters and reports are for the exclusive u~e of the cl ant to whom ';hey Ire addressed end ~hell nol be reprodu
full without the approval of the te~tif~ laboratory. The u~e of our name muir receive our wntterl approve. Our 14 ttarl end rel~ort~
1001 LW apply ord¥ to the ~laml~le telted and/or irmpected, and are not indicative of the qulntitie~ of apparently identical or limilar
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 7/24/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
( Cent i hued)
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 74
SPECIFICATION REQUIREMENTS
STRENGTH: 4000psi @ 28 DAYS
SLUMP: 4-5" AIR: 3-6%
METHOD OF TEST
SAMPLING: ASTM C-172
MOLDING & CURING: ASTM C31
SLUMP: ASTM C143
TEMPERATURE: ASTM C-138
AIR CONTENT: ASTM C173
UNIT WEIGHT: N/A
CAPPING/PADS: ASTM C617
TESTING: ASTM C39
CYLINDER
MARKED DATE
SET NO. TESTED
PROJECT DATA
MIX DESIGN NUMBER: 936.'
CLASS OF CONCRETE: 400(
DATE OF PLACEMENT: 7/~'
TIME SAMPLED: 09:05AM
TEMPERATURE (DegF) - AIR:
TRUCK NO: 98
MEASURED SLUMP (in.): 5.
AIR CONTENT(%): 4.1
LOCATION OF PLACEMENT:
Paving, 70 yards fr(
the building, at co,
north/south.
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH
{days) (in.) (sq.in.) (lbs. force) {psi) FI
7/31/97 7
8/21/97 28
8/21/97 28
6.00 28.27 116700 4130 C¢
6.00 28.27 139590 4940 C(
6.00 28.27 131170 4640 C(
2 4 HOLD
ADDITIONAL COMMENTS:
Five (5) gallons of water added at site.
Technician: Yefim Palchik, MSCE
Senior Consultant
Report Of Tests Continued On Page 3
REPORT NO. 120665
PAGE 2 OF 3
SET NO. 2
PSI @ 28 DAYS
4/97
BY: Yefim Palchik,
6 CONCRETE: 96
TICKET NO: 464696
~5
MSCE
the north end of
[struction joint running
IACTURE TYPE REMARKS
)NE
)NE
)NE
Our letterl i~d reports are for the exclusive use of the client te whom they m'e addreesed end shall not be reprodu, :ed except in
full without the approval of the testing lahoretery, The u~e of our nime mm receive our writterl epproval. Our la .'terl Ind reports
1001 LW &<;ply onty to the simple tested mild/or inspected, a~d al'e not indicative of the ClUentitiel of el;patently identical er ~imiie~' products.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OFSERVICE: 7/24/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Cent inued)
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 74
SPECIFICATION REQUIREMENTS
STRENGTH: 4000psi @ 28 DAYS
SLUMP: 4-5" AIR: 3-6%
METHOD OF TEST
SAMPLING:
MOLDING & CURING:
SLUMP:
TEMPERATURE:
AIR CONTENT:
UNIT WEIGHT:
CAPPING/PADS:
TESTING:
ASTM C-172
ASTM C31
ASTM C143
ASTM C-138
ASTM C173
N/A
ASTM C617
ASTM C39
CYLINDER
MARKED DATE
SET NO. TESTED
PROJECT DATA
MIX DESIGN NUMBER: 936~
CLASS OF CONCRETE: 400(
DATE OF PLACEMENT: 7/~
TIME SAMPLED: 10: 55AM
TEMPERATURE (DegF) - AIR:
TRUCK NO: 739
MEASURED SLUMP (in.): 5.
AIR CONTENT(%): 3.8
LOCATION OF PLACEMENT:
Parking lot, paving
along the west side
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH
(days) (in.) (s(:;.in.) Jibs. force) (psi) FI
3 1 7/31/97 7
3 2 8/21/97 28
3 3 8/21/97 28
6.00 28.27 104730 3700 C¢
6.00 28.27 128610 4550 C(
6.00 28.27 137000 4850
3 4 HOLD
ADDITIONALCOMMENTS:
Five (5) gallons of water added at site.
Technician: Yefim Palchik, MSCE
Senior Consultant
Report Distribution:
(11 Lincoln Property Co.
(1! BUTLER CONSTRUCTION INCORP. ~ .... ~.~-.~.~
(1) BROCKETT-DAV1S-DRAKE, INC.
(1) THE CITY OF COPPELL
(I) THE CITY OF COPPELL
{1) O'BRIEN ASSOCIATES. INC.
Our lettere and rel~orts are for the eXClUSive uae of t' '- ........ ' ~-'- I'
full without the sDprovel of the te~ltln~ !abet&tory. The use of, ou~' neme
1001 LW apfl|y only to the ~Jampie relied end/or insgected, and ire not indicative
REPORT NO. 120665
PAGE 3 OF 3
SET NO. 3
PSI @ 28 DAYS
4/97
8¥: Yefim Palchik, MSCE
1 CONCRETE: 97
T~CKET NO: 464711
~0
UNIT WEIGHT(pcf): N/A
midpoint of the strip
of the building "A".
;~ACTURE TYPE REMARKS
)NE
)NE
)NE
RNLABS
.~-~racken, B.S. Ch.E.
:eject Manager
."ed except in
ttm~ ~ rep~
limill~ productl.