Northlake 635(2)-LR 970210 (3)Maxi~
257
TECHNOLOGIES INC
CLIENT:
PROJECT:
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
PROJECT NO.: 0903(
REPORT NO.: 11212
DATE OF SERVICE: 2
AUTHORIZATION:
REPORT DATE: 2/1
SERVICES: Test compressive strength specimens prepared in conjuncti
inspection.
PROJECT DATA
CONTRACTOR: BUTLER CONSTRUCTION MIX DESIGN NUMBER: 9349
CONCRETE SUPPLIER: PTONEER DATE OF PLACEMENT: 2/0
PLANT: 29 TIME SAMPLED: 04 = 45~v[
SPECIFICATION REQUIREMENTS TEMPERATURE (IF) - AIR: 58
STRENGTH: 4000psi @ 28 DAYS TRUCK NO: 122
SLUMP: 5" AIR CONTENT(%): N/A
METHOD OF TEST: ASTM C-39 LOCATION OF PLACEMENT:
85' North, 25' east
Corner building B
CYLINDER MEASURED
MARKED SLUMP DATE AGE
SET NO. (inches) TESTED (days)
i i 3.00 2/10/97 7
1 2 3/03/97 28
1 3 3/03/97 28
1 4 HOLD HOLD
REPORT OF TESTS o
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM
DIAMETER AREA LOAD
(in.) {sq.in.) (lbs. force)
6.00 28.27 158670
Technician: Stewart Ainsworth
Technician
Report Of Tests Continued On Page 2
1001 LW
n Tech.· Southwestern Labs
5 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: {214) 920-1891
,05034
/03/97
3/97
with concrete
3/97
BY: Stewart Ainsworth
CONCRETE: 68
TICKET NO: 334864
Df southwest building
DMPRESSIVE
STRENGTH
(psi)
5610
REMARKS
Our lette~l end reporte are for the exclusive uae of the c ont to whom they are addreeeed and shill not be reprodu¢ ~d except in
full without the approval of the teetin~l laboratory. The uae of ournlme mu~t receive our written approval, Our tett ~re and reports
aloply only to the simple teated and/or inef~cted, end are not inclicetive of the clu&ntitiea of apparently identical or s miler products.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 2/03/97
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: ASTM C-39
PROJECT DATA
MIX DESIGN NUMBER: 9349
DATE OF PLACEMENT: 2/0,
TIME SAMPLED: 06: 45~
TEMPERATURE ( I F) - AIR: 58
TRUCK NO: 144
AIR CONTENT{%): N/A
LOCATION OF PLACEMENT:
90' North, 100' east
corner
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
2 1 5.00 2/10/97
2 2 3/03/97
2 3 3/03/97
2 4 HOLD
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM
AGE DIAMETER AREA LOAD
(days) {in.) {sq.in.) (lbs. force)
7
28
28
HOLD
6.00 28.27 144630
Technician: Stewart Ainsworth
Technician
Report Of Tests Continued On Page 3
1001 LW
REPORT NO.
PAGE 2
SET NO. 2
112128
3/97
BY: Stewart Ainsworth
CONCRETE: 69
TICKET NO: 334883
of northwest building
)MPRESSIVE
STRENGTH
{psi)
REMARKS
5110
Our letters and rap~ ara for the exclusive uae of the client to whom they ers addrmmed ~ ~NI not ~ re~r~ ex.pt in
full without t~ .~provll of t~ telti~ laboratory. T~ ~ of ourname m~t recmve o~ wr~tt~ ~provl. u~ left, ~ re.ti
apply only to the sample test~ a~/or i~Oected. ~ are not i~icative of the quantitJ~ of apparently identicN or ~il~ pr~ucts.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 2/03/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Cont i hued)
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 29
SPECIFICATION REQUIREMENTS
STRENGTH: 4000psi @ 28 DAYS
SLUMP: 5"
METHOD OF TEST: ASTM C-39
PROJECT DATA
MIX DESIGN NUMBER: 9349
DATE OF PLACEMENT: 2/02
TIME SAMPLED: 09:
TEMPERATURE ( I F) - AIR: 61
TRUCK NO: 100
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
135' North, 140' eas~
corner
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
3 1 3.00 2/10/97
3 2 3/03/97
3 3 3/03/97
3 4 HOLD
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM
AGE DIAMETER AREA LOAD
{days) (in.) (sq.in.) {lbs. force)
7
28
28
HOLD
6.00 28.27 15o0910
C(
Technician: Stewart Ainsworth
Technician
Report Of Tests Continued On Page 4
1001 LW
REPORT NO.
PAGE 3
SET NO. 3
112128
1/97
BY: Stewart Ainsworth
CONCRETE: 69
TICKET NO: 334904
of southwest building
MPRESSIVE
;TRENGTH
(psi)
REMARKS
5340
Our lette~ and report~ are for the exckmive u~e of the client to whom they ere md~lr~el and sh~l not ~ re~r~uc~ exit in
full without t~ approval of t~ t~ti~ laboratory. T~ ~ of ourname m~t rec~ve o~ wrl~en Ip~OVM. U~ le~ ~ ~ repo~
a~ply only to t~ samole teated e~/or inspectS, a~ ere not i~icative of t~ Quantiti~ of aDparently identical or si ~ilu pr~uc~.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 2/03/97
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: ASTM C-39
PROJECT DATA
MIX DESIGN NUMBER: 9349
DATE OF PLACEMENT: 2/0
TIME SAMPLED: 12: 10PM
TEMPERATURE ( I F) - AIR: 65
TRUCK NO: 98
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
75' South, 135' west
corner
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
4 1 4.50 2/10/97
4 2 3/03/97
4 3 3/03/97
4 4 HOLD
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM
AGE DIAMETER AREA LOAD
{days) (in.) {sq.in.) {lbs. force)
7
28
28
HOLD
6.00 28.27 1~6710
Technician: Stewart Ainsworth
Technician
Report Of Tests Continued On Page 5
1001 LW
REPORT NO.
PAGE 4
SET NO. 4
112128
9/97
BY: Stewart Ainsworth
CONCRETE: 70
TICKET NO: 334923
of northeast building
)MPRESSIVE
~TRENGTH
(psi)
REMARKS
5190
Our letters end reportl ere for the exclusive Line of the client to whom they are adf:lrea~ed and Ihell net be te~oroduc~ d except in
full without the approvl~ of the tearing IlbOrltory. The u~e of ournarne mu~t receive ot,~' written approval, uL~r left; ri ~ re!oorti
ai3ply only to the samolo te~ted and/or insi~ected, and are not im:iic&tivo of the quantities of ai~parently identical or si nila~ products.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 2/03/97
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: ASTM C-39
PROJECT DATA
MIX DESIGN NUMBER: 9349
DATE OF PLACEMENT: 2/0
TIME SAMPLED: Ol:45PM
TEMPERATURE ( I F) - AIR: 70
TRUCK NO: 131
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
50' South, 80' west
corner
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
5 1 5.25 2/10/97
5 2 3/03/97
5 3 3/03/97
5 4 HOLD
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM
AGE DIAMETER AREA LOAD
(days) {in.) (sq.in.) (lbs. force)
7
28
28
HOLD
6.00 28.27 1%3010
Technician: Stewart Ainsworth
Technician
Report Of Tests Continued On Page 6
1001 LW
REPORT NO.
PAGE 5
SET NO. 5
112128
3/97
BY: Stewart Ainsworth
CONCRETE: 71
TICKET NO: 340625
)f northeast building
)MPRESSIVE
STRENGTH
(psi)
REMARKS
4350
Our letterl and reportll ara for the exclusive ule of the client te whom they ~re ldf]relled I~d Ihall n~t b? re.~t~,uc~ d except in
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 2/03/97
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: ASTM C-39
PROJECT DATA
MIX DESIGN NUMBER: 9349
DATE OF PLACEMENT: 2/0
TIME SAMPLED: 04: 15PM
TEMPERATURE ( I F) - AIR: 74
TRUCK NO: 296
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
25' North, 25' west
corner
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. {inches) TESTED
~6 1 4.25 2/10/97
6 2 3/03/97
6 3 3/03/97
6 4 HOLD
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM
AGE DIAMETER AREA LOAD
{days) {in.) Isq.in.) {lbs. force)
7
28
28
HOLD
6.00 28.27 1{3380
Technician: Stewart Ainsworth
Technician
Report Distribution:
(1) Lincol. n Proper~y Co.
(1) BUTLER CONSTRUCTION [NCOEP.
(1) BR0CKETT-DAVIS-DRAKE, INC.
(1) THE CITY 0F C0PPELL
(1) THE CITY OF COPPELL
(1) 0'BRIEN ASSOCIATES, INC.
1001 LW Our letterl end reportl ua for the exclueive u~e of the client to whom they are addra~med and shflJJ~t be reproduc~
full without the af~l~t'oval of the tatting lal3oratory. The ~ of ournlme must ceceive our written approval.
a~ply only to the semi, la tested ara/or ~nsl~ected. end are not indicative of the quantities of ~loparently identical or si
REPORT NO.
PAGE 6
SET NO. 6
112128
3/97
BY: Stewart Ainsworth
CONCRETE: 72
TICKET NO: 340648
Df southeast building
)MPRESSIVE
STRENGTH
Ipsi)
REMARKS
5070
BS
~f~adken, B.S. Ch.E.
~ject Manager
d excel~t in
fliler products.