Northlake 635(2)-LR 970515 (4)TECHNOLOGIES INC
Maxi
25~
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.: 11639
COPPELL BUSINESS CENTER DATE OF SERVICE: 5
WRANGLER DR AND BELTLINE RD AUTHORIZATION: Cb
COPPELL TX REPORT DATE: 5/
PAGE 1 OF 6
Test compressive strength specimens prepared in conjunct
inspection.
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 29
SPECIFICATION REQUIREMENTS
STRENGTH: 4000psi @ 28 DAYS
SLUMP: 5"
METHOD OF TEST
SAMPLING: ASTM C-172
MOLDING & CURING: ASTM C31
SLUMP: ASTM C143
TEMPERATURE: ASTM C1064
AIR CONTENT: ASTM C231
UNIT WEIGHT: N/A
CAPPING/PADS: A$TM C617
TESTING: ASTM C39
CYLINDER
MARKED DATE
SET NO. TESTED
1 1 5/14/97
1 2 5/14/97
1 3 6/04/97
PROJECT DATA
MIX DESIGN NUMBER: 934g
DATE OF PLACEMENT: 5/C
TIME SAMPLED: 04: 53AM
TEMPERATURE (DegF) - AIR: 6
TRUCK NO: 397
MEASURED SLUMP (in.): 5.
AIR CONTENT(%): 1.4
LOCATION OF PLACEMENT:
H.5-4.5
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH
(days~ (in.) (sq.in.t (lbs. force) (psi) F
7 6.00 28.27 132680 4690 CC
7 6.00 28.27 124830 4410 CC
28
1 4 6/04/97 28
Technician: Phillip L. Forrest
Technician
Report Of Tests Continued On Page 2
Tech. · Southwestern Labs
Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
~05034
8
/07/97
arlie
5/97
on with concrete
7/97
BY: Phillip L. Forrest
CONCRETE: 75
TICKET NO: 382964
UNIT WEIGHT(pcf): N/A
ACTURE TYPE REMARKS
NE
NE
Our letters end reports are for the exclusive use of the client to whom they are addressed and shall not be raproduc ~1 except in
full without the approval of the testing laboratory. The us~ of ou~ name must receive our written approval. Our let :ers and reports
1001 LW apply only to the sample tested and/or inspected, end are not indicative of the quantities of apparently ~dentical or s milar products.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 5/07/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
( Cont i nued)
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 29
SPECIFICATION REQUIREMENTS
STRENGTH: 4000psi @ 28 DAYS
SLUMP: 5"
METHOD OF TEST
SAMPLING: ASTM C-172
MOLDING & CURING: ASTM C31
SLUMP: ASTM C143
TEMPERATURE: ASTM C1064
AIR CONTENT: ASTM C231
UNIT WEIGHT: N/A
CAPPING/PADS: ASTM C617
TESTING: ASTM C39
CYLINDER
MARKED DATE
SET NO, TESTED
PROJECT DATA
MIX DESIGN NUMBER: 9349
DATE OF PLACEMENT: 5/0
TIME SAMPLED: 06:00AM
TEMPERATURE (DegF) - AIR: 6t
TRUCK NO: N/A
MEASURED SLUMP (in.): 5.7
AIR CONTENT(%): 1.5
LOCATION OF PLACEMENT:
G5.5 to G.6
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 5/14/97 7
2 2 5/14/97 7
2 3 6/04/97 28
6.00 28.27 118020 4170 CO
6.00 28.27 119530 4230 CO
2 4 6/04/97 28
Technician: Phillip L. Forrest
Technician
Report Of Tests Continued On Page 3
REPORT NO. 116398
PAGE 2 OF 6
SET NO. 2
7/97
BY: Phillip L.
CONCRETE: 70
TICKET NO: N/A
UNIT WEIGHT(pcf): N/A
Forrest
CTURE TYPE REMARKS
~E
~E
Our letters and reports are for the exclulive use of the client to whom they are addressed and shall not be reproduc* d except in
full without the approva~ of the te~t ng laboratory. The use of ou~ name must receive.our written appr~v, sl.. O.ur let! ars and reborts
1001 LW apply only to the sample te~ted and/or ir'mpected, and are not indicative of the qusntltle~l of apparent y oentlcsl or si ~ilsr products.
Lincoln Pro:petty Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 5/07/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
( Cent i nued)
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 29
SPECIFICATION REQUIREMENTS
STRENGTH: 4000:psi @ 28 DAYS
SLUMP: 5"
METHOD OF TEST
SAMPLING: ASTM C-172
MOLDING & CURING: ASTM C31
SLUMP: ASTM C143
TEMPERATURE: ASTM C1064
AIR CONTENT: ASTM C231
UNIT WEIGHT: N/A
CAPPING/PADS: ASTM C617
TESTING: ASTM C39
CYLINDER
MARKED DATE
SET NO. TESTED
PROJECT DATA
MIX DESIGN NUMBER: 934S
DATE OF PLACEMENT: 5/C
TIME SAMPLED: 07: 40AM
TEMPERATURE (DegF) - AIR: 7
TRUCK NO: 939
MEASURED SLUMP (in.): 8.
AIR CONTENT(%): 1.0
LOCATION OF PLACEMENT:
Line E/5 to ~..6
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH
(days) (in.) (sq.in.) {lbs. force) (psi) F
3 1 5/14/97 7
3 2 5/14/97 7
3 3 6/04/97 28
3 4 6/04/97 28
6.00 28.27 99150 3510 CO
6.00 28.27 102140 3610 CO
ADDITIONAL COMMENTS:
Contractor notified of high slump on concrete.
Technician: Phillip L. Forrest
Technician
Report Of Tests Continued On Page 4
REPORT NO. 116398
PAGE 3 OF 6
SET NO. 3
7/97
BY: Phillip L. Forrest
CONCRETE: 73
TICKET NO: 382974
UNIT WEIGHT(pcf): N/A
ACTURE TYPE REMARKS
NE
NE
Our letters and reports are fei' the exclusive use of the client to whom they i~e addrea~led and shall not be reproduce :t excels! in
full without tl'~ approval of the teating laboratory. The use of our name mu~ receive our written approval. Our lett, ~nl and rep~
1001 LW apply only to the sample teated and/or il'~oected, and are not ir~iicatlve of the quantitJe~ of apparently identical or ail 1i1~' products.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 5/07/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Cont: i nued)
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 29
SPECIFICATION REQUIREMENTS
STRENGTH: 4000psi @ 28 DAYS
SLUMP: 5"
METHOD OF TEST
SAMPLING: ASTM C-172
MOLDING & CURING: ASTM C31
SLUMP: ASTM C143
TEMPERATURE: ASTM C1064
AIR CONTENT: ASTM C231
UNIT WEIGHT: N/A
CAPPING/PADS: ASTM C617
TESTING: ASTM C39
CYLINDER
MARKED DATE
SET NO. TESTED
PROJECT DATA
MIX DESIGN NUMBER: 934(.
DATE OF PLACEMENT: 5/(
TIME SAMPLED: 08: 40AM
TEMPERATURE (DegF) - AIR:
TRUCK NO: 564
MEASURED SLUMP (in.): 7.
AIR CONTENT(%): 1.4
LOCATION OF PLACEMENT:
D.5/5
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
4 1 5/14/97 7
4 2 5/14/97 7
4 3 6/04/97 28
4 4 6/04/97 28
6.00 28.27 113200 4000 C¢
6.00 28.27 124330 4400 C¢
ADDITIONALCOMMENTS:
Contractor notified of high slump on concrete.
Technician: Phillip L. Forrest
Technician
Report Of Tests Continued On Page 5
REPORT NO. 116398
PAGE 4 OF 6
SET NO. 4
17/97
BY: Phillip L. Forrest
4 CONCRETE: 82
TICKET NO: 382982
~0
UNIT WEIGHT(pcf): N/A
',ACTURE TYPE REMARKS
,NE
,NE
Out tetterl and raportl are fo~ the exclusive u~e of the client to whom they are addressed and ~hail not be reproduc ~ except in
full without the approval of the teatir~ laboratory. The use of our name must receive our written approval. Our let :ar~ and reports
1001 LW apply only to the sample tested and/or inspected, and are not indicative of the quantitie~ of apparently identical or s miler products.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 5/07/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
( Cont f nued)
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 29
SPECIFICATION REQUIREMENTS
STRENGTH: 4000psi @ 28
SLUMP: 5"
METHOD OF TEST
SAMPLING: ASTM C-172
MOLDING & CURING: ASTM C31
SLUMP: ASTM C143
TEMPERATURE: ASTM C1064
AIR CONTENT: ASTM C231
UNIT WEIGHT: N/A
CAPPING/PADS: ASTM C617
TESTING: ASTM C39
DAYS
CYLINDER
MARKED DATE
SET NO, TESTED
PROJECT DATA
MIX DESIGN NUMBER: 9342
DATE OF PLACEMENT: 5/C
TIME SAMPLED: 09: 54AM
TEMPERATURE (DegF) - AIR: 7
TRUCK NO: 564
MEASURED SLUMP (in.): 5.
AIR CONTENT(%): 1.2
LOCATION OF PLACEMENT:
C.7/5.6
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH
{days) (in.) {sq.in.) {lbs. force) (psi) F
5 1 5/14/97
5 2 5/14/97
5 3 6/04/97
7 6.00 28.27 126140 4460 CC
7 6.00 28.27 130950 4630 Cf
28
5 4 6/04/97 28
Technician: Phillip L. Forrest
Technician
Report Of Tests Continued On Page 6
REPORT NO. 116398
PAGE 5 OF 6
SET NO. 5
7/97
BY: Phillip L. Forrest
CONCRETE: 82
TICKET NO: 382992
ACTURE TYPE REMARKS
NE
NE
Our letters and rel3orte are for the exclusive use of the client to whom they era eddreaaed and shall not be reproduc ad except in
full without the approval of the testing aboretory. The uae of. oqr n~ma must receive, ou~' .written al;pr?vel. O,ur la1 rers end reports
1001 LW apply only to the sample teal[ed and/or ~nspected, and are not indicative of the quantities o! apparently ioentlCal or ~. [miler products.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 5/07/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Continued)
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 29
SPECIFICATION REQUIREMENTS
STRENGTH: 4000psi @ 28 DAYS
SLUMP: 5"
METHOD OF TEST
SAMPLING: ASTM C-172
MOLDING & CURING: ASTM C31
SLUMP: ASTM C143
TEMPERATURE: ASTM C1064
AIR CONTENT: ASTM C231
UNIT WEIGHT: N/A
CAPPING/PADS: ASTM C617
TESTING: ASTM C39
CYLINDER
MARKED DATE
SET NO. TESTED
PROJECT DATA
MIX DESIGN NUMBER: 934c.
DATE OF PLACEMENT: 5/C
TIME SAMPLED: 11:25~
TEMPERATURE (DegF) - AIR: 7
TRUCK NO: 491
MEASURED SLUMP (in.): 5.
AIR CONTENT(%): 1.1
LOCATION OF PLACEMENT:
A.9/5
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH
(dayst {in.) (sq.in.) (lbs. force) (psi) F
6 i 5/14/97 7
6 2 5/14/97 7
6 3 6/04/97 28
6 4 6/04/97 28
6.00 28.27 128480 4540 CC
6.00 28.27 127440 4510 C¢
Technician: Phillip L.
Technician
Report Distribution:
(1} Lincoln Property Co.
(1 ! BUTLER CON STRUCTION INCORP.
(1! BROCKETT-DAVlS-DRAKE, INC.
(ll THE CIT~ OF COPPEM.
(11 THE CITY OF COPPELL
(1! O'BRIEN ASSOCIATES, INC.
(1 } A.E.C.C.
1001 LW
Forrest
MAXIM TEC
Our lettef~ and reportl ate for the excluaive u~l of the client to whom they ara atidreaaed and shall not be reproduc
full without the approval of the testing laboratory. The u~e of our name mu~t receive our written approval. Our Io1
al3ply only to the sample teated and/or inspected, and are not ~ndicative of the quantitiea of apparently identical or a
REPORT NO. 116398
PAGE 6 OF 6
SET NO. 6
7/97
SY: Phillip L. Forrest
CONCRETE: 83
TICKET NO: 383004
UNIT WEIGHT(pcf): N/A
ACTURE TYPE REMARKS
NE
NE
~.~BS
f~racken, B.S. Ch.E.
oject Manager
:erl arid report~