Northlake 635(2)-LR 970502 (2)Maxi
25~
TECHNOLOGIES INC
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. & BELTLINE RD.
COPPELL, TX
PAGE 1 OF 8
PROJECT NO.: 0903,
REPORT NO.: 11587
DATE OF SERVICE: 4
AUTHORIZATION: Ck
REPORT DATE: 5/C
Test compressive strength specimens prepared in conjuncti
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: N~A
UNIT WEIGHT: N/A
CAPPING/PADS: ASTM C617
TESTING: ASTM C39
CYLINDER
MARKED DATE
SET NO. TESTED
5/01/97
5/01/97
5/22/97
PROJECT DATA
MIX DESIGN NUMBER: 934~
DATE OF PLACEMENT: 4/2
TIME SAMPLED: 04:
TEMPERATURE (DegF) - AIR: 5
TRUCK NO: 938
MEASURED SLUMP (in.): 5
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Building A floor sl
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 127180 4500 C¢
7 6.00 28.27 121980 4310 Cf
28
1 4 5/22/97 28
Technician: Phillip L. Forrest
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
7
/24/97
arlie
2/97
on with concrete
4/97
SY: Phillip L. Forrest
7 CONCRETE: 78
TICKET NO: 357400
0
UNIT WEIGHT(pcf): N/A
b B.2/2
ACTURE TYPE REMARKS
Our lettera end report~ are for the e~clusive use of the client to whom they are addre~aed oral shall not .b?.re~[ .m:?,u_~ ed except in
full without the approval of the testing laboratory. The u~e of o~' name must receive our written approval. ~ur ,e I~era and reports
1001 LW apply only to the sample teated and/or inspected, and are not indicative of the quantitle~ of &pparently identical or; imiler products.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 4/24/97
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: N~A
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: 4/2
TIME SAMPLED: 06: 19AM
TEMPERATURE (DegF) - AIR: 51
TRUCK NO: 482
MEASURED SLUMP (in.): 5.2
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Building A floor sla
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 5/01/97 7
2 2 5/01/97 7
2 3 5/22/97 28
6.00 28.27 117570 4160 CO
6.00 28.27 115640 4090 CO
2 4 5/22/97 28
Technician: Phillip L. Forrest
Technician
Report Of Tests Continued On Page 3
REPORT NO. 115877
PAGE 2 OF 8
SET NO. 2
3/97
BY: Phillip L. Forrest
CONCRETE: 75
TICKET NO: 357410
UNIT WEIGHT(pcf): N/A
C-1.5
,CTURE TYPE REMARKS
NE
NE
Our letters and reports ere for the exclusive [me of the client to whom they are address4 and shall not be. re[rod.uc ~d except in
full without the approval of the te~tin~ laboratory. The u~e of our name must receive our wntten approval. %;ur lel :ere and rsporte
1001 LW apply ont¥ to the sample tested and/or inspected, and are not indicative of the quantities of apparently identical or a miler products.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 4/24/97
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: N/A
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: 4/2
TIME SAMPLED: 07:07AM
TEMPERATURE (DegF) - AIR: 6t
TRUCK NO: 938
MEASURED SLUMP (in.): 5.2
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Building A slab D.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) FR
3 1 5/01/97 7
3 2 5/01/97 7
3 3 5/22/97 28
6.00 28.27 122730 4340 CO
6.00 28.27 126940 4490 CO
3 4 5/22/97 28
Technician: Phillip L. Forrest
Technician
Report Of Tests Continued On Page 4
REPORT NO. 115877
PAGE 3 OF 8
SET NO. 3
%/97
BY: Phillip L. Forrest
CONCRETE: 76
TICKET NO: 357415
UNIT WEIGHT(pcf): N/A
t 3.5
~,CTURE TYPE REMARKS
Our letters ami reports are for the exclusive use of the client to whom they are ~ldreesed and shall not be reproduc~ d except in
full without the approval of the testing laboratory. The use of our name must receive our written approval. Our Iai ~ra and repor~
1001 LW apply only to the sample teated and/or inspected, and are not indicative of the quantities of apparently identical or nillr products.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 4/24/97
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
MOLDING & CURING: ASTM
SLUMP: ASTM
TEMPERATURE: ASTM
AIR CONTENT: N/A
UNIT WEIGHT: N/A
CAPPING/PADS: ASTM
TESTING: ASTM
C-172
C31
C143
C1064
CYLINDER
MARKED DATE
SET NO. TESTED
PROJECT DATA
MIX DESIGN NUMBER: 9349
DATE OF PLACEMENT: 4/2'
TIME SAMPLED: 08: 40~[
TEMPERATURE [DegF) - AIR: 5;
TRUCK NO: 499
MEASURED SLUMP (in.): 5.7!
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Building A- slab E/2
C617
C39 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,
4 1 5/01/97
4 2 5/01/97
4 3 5/22/97
7 6.00 28.27 124930 4420 CO]
7 6.00 28.27 125350 4430 CO]
28
4 4 5/22/97 28
Technician: Phillip L. Forrest
Technician
Report Of Tests Continued On Page 5
REPORT NO. 115877
PAGE 4 OF 8
SET NO. 4
[/97
BY: Phillip L. Forrest
CONCRETE: 70
TICKET NO: 357045
UNIT WEIGHT(pcf): N/A
~CTURE TYPE REMARKS
IE
Our iettara end reports ara for the axclLmiVa cie of the client to whom they are m:ldrea~ed and shall not be reproduce ! except in
full without the approval of the tearing laboratory. The tie of our name muir receive our written approval. Our iett~ ri end reportl
1001 LW abply only to the sample te~ted and/or irmpected, and ere not indicative of the quantitiel of apparently identical or sir ~iier products.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 4/24/97
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: N/A
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: 4/2,
TIME SAMPLED: 09: 50AM
TEMPERATURE (DegF) - AIR: 5c.
TRUCK NO: 562
MEASURED SLUMP (in.): 6. OI
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Building A floor sla]
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~
5 1 5/01/97 7
5 2 5/01/97 7
5 3 5/22/97 28
6.00 28.27 128370 4540 CO]
6.00 28.27 120450 4260 CO!
5 4 5/22/97 28
Technician: Phillip L. Forrest
Technician
Report Of Tests Continued On Page 6
REPORT NO. 115877
PAGE 5 OF 8
SET NO. 5
[/97
BY: Phillip L. Forrest
CONCRETE: 74
TICKET NO: 357055
UNIT WEIGHT(pcf): N/A
F-3
CTURE TYPE REMARKS
IE
IE
Our lettere and reports ere for the exclusive %me of the client to whom they a'e eddresamd end shell not be reproduc~ I except in
full without th~ approval of the testing let;oratory. The ule of our name must receive our written al3provat. Our lettl ri I~d reports
1001 t.W apply only to the simple tested and/or inspected, a~d are not indicative of the quantities of apl3erently identical or sir liler products.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 4/24/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Cent i nued)
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 29
SPECIFICATION REQUIREMENTS
STRENGTH: 4000psi @ 28 DAYS
SLUMP: 5"
METHOD OF TEST
SAMPLING: ASTM
MOLDING & CURING: ASTM
SLUMP: ASTM
TEMPERATURE: ASTM
AIR CONTENT: N/_A
UNIT WEIGHT: N/A
CAPPING/PADS: ASTM
TESTING: ASTM
C-172
C31
C143
C1064
CYLINDER
MARKED DATE
SET NO. TESTED
PROJECT DATA
MIX DESIGN NUMBER: 9349
DATE OF PLACEMENT: 4/2
TIME SAMPLED: 11: 19AM
TEMPERATURE (DegF) - AIR: 6~
TRUCK NO: 562
MEASURED SLUMP (in.): 5.2
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Building A floor sla
C617
c39 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
6 1 5/01/97
6 2 5/01/97
6 3 5/22/97
7 6.00 28.27 112920 3990 CO
7 6.00 28.27 133630 4730 CO
28
6 4 5/22/97 28
Technician: Phillip L. Forrest
Technician
Report Of Tests Continued On Page 7
REPORT NO. 115877
PAGE 6 OF 8
SET NO. 6
~/97
BY: Phillip L. Forrest
CONCRETE: 75
TICKET NO: 357066
UNIT WEIGHT(pcf): N/A
G-2
CTURE TYPE REMARKS
~E
~E
Our letters and reports are for the exclusive use of the client to whom they are addressed end shall not be reproduc~ d except in
full without the approval of the testing abormter¥. The use of ou~ name must receive our written apprgval.. Our let~ ~re and repor~
1001 LW apply only to the simple tested and/or inspected, and ire not indicative of the qua~ltitiel of apparent y identlCa or si nilar products.
Lincoln Property Co.
PROJECT NO. 0903605034
OATE OF SERVICE: 4/24/97
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 29
SPECIFICATION REQUIREMENTS
STRENGTH: 4000psi @ 28
SLUMP: 5"
METHOD OF TEST
SAMPLING: ASTM
MOLDING & CURING: ASTM
SLUMP: ASTM
TEMPERATURE: ASTM
AIR CONTENT: N/A
UNIT WEIGHT: N/A
CAPPING/PADS: ASTM
TESTING: ASTM
CYLINDER
MARKED DATE
SET NO. TESTED
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Cont inued)
DAYS
C-172
C31
C143
C1064
PROJECT DATA
MIX DESIGN NUMBER: 9349
DATE OF PLACEMENT: 4/2
TIME SAMPLED: 12:32PM
TEMPERATURE (DegF) - AIR: 6!
TRUCK NO: 491
MEASURED SLUMP (in.): 5.5
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Building A floor sla
C617
C39 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
7 1 5/01/97 7 6.00 28.27 130230 4610 CO
7 2 5/01/97 7 6.00 28.27 121650 4300 CO
7 3 5/22/97 28
7 4 5/22/97 28
ADDITIONALCOMMENTS:
Fifteen (15) gallons of water added at site.
Technician: Phillip L. Forrest
Technician
Report Of Tests Continued On Page 8
REPORT NO. 115877
PAGE 7 OF 8
SET NO. 7
~/97
BY: Phillip L. Forrest
CONCRETE: 75
TICKET NO: 357078
UNIT WEIGHT(pcf): N/A
G.9-1.5
CTURE TYPE REMARKS
~E
Our lettem end reports are for the excluaive u~e of the client to whom they Ire addrea~KI and ~111 not be reproduce :1 except in
full without the al3proval of the te~tin~ laboratory, The u~e of our name mL~t receive our written al~proval. Our lett~ ~1 and raport~
1001 LW al~ply only to the saml~le te~ted and/or ir~pectod, and are not indicative of tfle qusntitie~ of al~l~arently identical or sir 1ilar productao
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 4/24/97
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: N/_A
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: 4/2,
TIME SAMPLED: 01:30PM
TEMPERATURE (DegF) - AIR: 6!
TRUCK NO: 491
MEASURED SLUMP (in.): 6.0~
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Building A floor H-8
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,
8 I 5/01/97 7
S 2 5/01/97 7
8 3 5/22/97 28
8 4 5/22/97 28
6.00 28.27 135720 4800 COl
6.00 28.27 136180 4820 COl
ADDITIONALCOMMENTS:
Fifteen (15) gallons of wa%er added at site.
Technician: Phillip L. Forrest
Technician
Report Distribution:
~,1Li~..,~ co. MAXIM TEC~
(1) BUTLER CONSTRUCTION INCORP.
(11 BROCKETT-DAVlS-DRAKE, INC. The uae of o ne tel ~
(1} THE CITY OF COPPELL
(1! THE CITY OF COPPELL
(1~ O'BRIEN ASSOCIATES, INC.
(1)
· wh m he are eddrea,~l end h II no rod c~
Our le.ers and re.= are for the exclusive u~e of theclient to ,orm
full without the a~provai of the te~ting laboratory, ur
1001 LW apply only to the sernl~le tested and/or in~ected, and are not indicative of the quantitie~ of apparently identical or sir
REPORT NO. 115877
PAGE 8 OF 8
SET NO. 8
[/97
BY: Phillip L. Forrest
CONCRETE: 77
TICKET NO: 357088
UNIT WEIGHT(pcf): N/A
7/3
~CTURE TYPE REMARKS
~E
;E
~ck-~n, B.S. Ch.E.
eot Manager
I except in
ri anti report~
lillr produc~.