Northlake 635(2)-LR 970731 (2)TECHNOLOGIES IN¢
Max
25
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
CLIENT: Lincoln Property Co.
500 N. AKARD, SUITE 3300
ATTN: LARRY MOON
Dallas, TX 75201
PROJECT:
COPPELL BUSINESS CENTER
WRANGLER DR AND BELTLINE RD
COPPELL TX
PAGE 1 Of 3
PROJECT NO.: 0903
REPORT NO.: 12061
DATE OF SERVICE:
AUTHORIZATION: C!
REPORT DATE: 7/:
SERVICES: Test compressive strength specimens prepared in conjuncti
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 C617
TESTING: ASTM C39
CYLINDER
MARKED DATE
SET NO. TESTED
1 1 7/31/97
1 2 8/21/97
1 3 8/21/97
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
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 126810 4480 C¢
28
28
HOLD
ADDITIONALCOMMENTS:
Ten (10) gallons of water added at site.
Note: Design strength- 4000 psi, actually used 4500 psi
Technician: Yefim Palchik, MSCE
Senior Consultant
Report Of Tests Continued On Page 2
m Tech. · Southwestern Labs
75 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
605034
;5
'/24/97
~arlie
;1/97
.on with concrete
PSI @ 28 DAYS
4/97
BY: Yefim Palchik, MSCE
2 CONCRETE: 93
TICKET NO: 464679
5
UNIT WEIGHT(pcf): N/A
corner of the building
:ACTURE TYPE REMARKS
'NE
Our letters and reportfl era for the e~(clu~ive use ol' the client to whom they are addressed end shall n~! be rsl~'edu¢ l~d axcepI in
full without the approval of the testing laboratory. The use of our name must receive our written approval. Our let :erl m%d report~
1001 LW apply only to the sample tested end/or i/~.~pected, and ere not indicative of the quantitie~ of epp~'ently identical or ~ miler pr~u~t~.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 7/24/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
( C on'¢ 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: 9361
CLASS OF CONCRETE: 4001
DATE OF PLACEMENT: 7/;
TiME SAMPLED: 09:
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.
REPORI OF TESIS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH
(days) (in.) {sq.in.) {lbs. force) (psi) FI
2 i 7/31/97
2 2 8/21/97 28
2 3 8/21/97 28
6.00 28.27 116700 4130
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
the north end of
~struction joint running
{ACTURE TYPE REMARKS
MSCE
Our letters end reports are for the exclusive uae of the client to whom they are addressed ~ shall not be repr~lu, ;ed except in
full without the approval of the testing laboratory. The u~e of our name must receive our written approval. Our le :tara and report~
1001 LW apply only to the sample te~ted and/or ir~pected, and are not indicative of the quantities of apparently identical or: ~imilar products.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 7/24/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Cont i nued)
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: 9362
CLASS OF CONCRETE: 400C
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
(daysI {in.) (sq.in.I {lbs. force) (psi) FF
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¢
3 4 HOLD
ADDITIONALCOMMENTS:
Five (5) gallons of water added at site.
Technician: Yefim Palchik, MSCE
Senior Consultant
Report Distribution:
(1} Lincoln Property Co, I~1 A VII~.~'/'~.
(1) BUTLER CONSTRUCTION INCORP.
I11 8ROCKETT-DAVlS-ORAKE, INC.
{1! THE CiTY OF COPPELL
{110'BRIEN ASSOCIATES. INC. * ~
[1! A.E.C.C.
Our letterg and reporto are for the exclusive use of t~ client to whom t~y ~e
full witho~ t~ approvN ef t~ t~ti~ laberetory. T~ ~ of our name m~t r~ ou~it~ a~. O~ let
1001 LW appty only to t~ a~ple t~ed ~/er i~pected, ~ ~e not i~icatWe ef :~ quantities ef apparently identic~ or s
REPORT NO. 120665
PAGE 3 OF 3
SET NO. 3
PSI @ 28 DAYS
4/97
BY: Yefim Palchik,
1 CONCRETE: 97
TICKET NO: 464711
0
UNIT WEIGHT(pcf): N/A
MSCE
midpoint of the strip
of the building "A".
ACTURE TYPE REMARKS
NE
TERN
LABS
Bracken, B.S.
oject Manager
.:1 except in
ers arm repor~
miler products.
Ch. E.