Northlake 635(2)-LR 970203 (3)Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 1/24/97
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: ASTM C-39
PROJECT DATA
MIX DESIGN NUMBER: 9349
DATE OF PLACEMENT: 1/2
TIME SAMPLED: 11: 48AM
TEMPERATURE ( I F) - AIR: 58
TRUCK NO: 87
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
38' North of south,
CYLINDER MEASURED
MARKED SLUMP DATE
gET NO. (inches) TESTED
2 1 5.50 1/31/97
2 2 5.50 1/31/97
2 3 2/21/97
2 4 2/21/97
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM
AGE DIAMETER AREA LOAD
(days) (in,) (sq.in.} (lbs. force)
7 6.00 28.27 1%6440
7 6.00 28.27 118530
28
28
Technician: Ronnie Lauderdale
Technician
Report Of Tests Continued On Page 3
1001 LW
REPORT NO.
PAGE 2
SET NO. 2
111608
4/97
BY: Ronnie Lauderdale
CONCRETE: 67
TICKET NO: 334454
20' west of east
3MPRESSIVE
STRENGTH
(psi)
4120
4190
REMARKS
Our letters a~l reports are for the exclusive use of the client to whm"n they are addressed a~l I1~11 not ~ re~uc~ d except in
full without ~ approval of t~ t~ti~ I~orato~. ~ m of o~nlme m~t receive our written approvM. O~ le~l m ~ repo~
aDpty only to t~ sempte teated a~/or i~pected, a~ are not i~icative of t~ qu~titi~ of apparently identical or si, nilar pr~ucte.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 1/24/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Con~ 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: 1/2,
TIME SAMPLED: 12: 20PM
TEMPERATURE ( I F) - AIR: 53
TRUCK NO: 728
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
60' North of south,
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO~ {inches) TESTED
3 1 5.00 1/31/97
3 2 5.00 1/31/97
3 3 2/21/97
3 4 2/21/97
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM
AGE DIAMETER AREA LOAD
{days) (in.) (sq.in.) (lbs. force)
7 6.00 28.27 12p380
7 6.00 28.27 116370
28
28
Technician: Ronnie Lauderdale
Technician
Report Of Tests Continued On Page 4
1001 LW
REPORT NO.
PAGE 3
SET NO. 3
111608
[/97
BY: Ronnie Lauderdale
CONCRETE: 67
TICKET NO: 334460
5' west of east
MPRESSIVE
;TRENGTH
{psi)
4260
4120
REMARKS
Our letters and reports are for the exclusive use of the client to whom they ate ~ddre~ed ~ shell not be repro4uce I ex.pt in
full without t~ approval of t~ t~ti~ laboratory. T~ ~ of o~name m~t receive our written epDrovel. Our le~te s ~ re~o~s
apply only to t~ sample t~ted a~/or i~pected, a~ are not i~Jcative of the quantities of appuently identicN or sir til~ pr~ucts.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 1/24/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
( Cent i nued)
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 29
SPECIFICATION REQUIREMENTS
STRENGTH: 4000pal @ 28 DAYS
SLUMP: 5"
METHOD OF TEST: ASTM C-39
PROJECT DATA
MIX DESIGN NUMBER: 934c~
DATE OF PLACEMENT:
TIME SAMPLED: 01: 40PM
TEMPERATURE ( I F) - AIR: 66
TRUCK NO: 512
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
80' North of south,
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
4 1 5.50 1/31/97
4 2 5.50 1/31/97
4 3 2/21/97
4 4 2/21/97
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM
AGE DIAMETER AREA LOAD
(days) (in.) (sq.in.) (lbs. force~
7 6.00 28.27 1~2600
7 6.00 28.27 132680
28
28
Technician: Ronnie Lauderdale
Technician
Report Of Tests Continued On Page 5
1001 LW
REPORT NO.
PAGE 4
SET NO. 4
111608
4/97
BY: Ronnie Lauderdale
CONCRETE: 71
TICKET NO: 334469
45' west of east
0MPRESSIVE
STRENGTH
(psi)
4340
4690
REMARKS
Our letters and reports ere for the exclusive use of the client to whom they are addressed and shall not be reproduc( d except irt
full without the approval of the tearing let)oratory. The ule of ournamo mu~t receive ou~ written approval. Our loft( ri end rep~tl
apply only ;o the sample te~ted al3d/or inspected, and are not indicative of the quentitie~ of &pp~entJy identica~ or si nilar productl.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 1/24/97
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: ASTM C-39
PROJECT DATA
MIX DESIGN NUMBER: 9349
DATE OF PLACEMENT: 1/2
TIME SAMPLED: 02:38PM
TEMPERATURE ( I F) - AIR: 73
TRUCK NO: 390
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
60' South of north,
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
5 1 5.00 1/31/97
5 2 5.00 1/31/97
5 3 2/2i/97
5 4 2/21/97
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM
AGE DIAMETER AREA LOAD
(days) (in.) (sq.in.) (lbs. force)
7 6.00 28.27 1%9760
7 6.00 28.27 118050
28
28
Technician: Ronnie Lauderdale
Technician
Report Of Tests Continued On Page 6
1001 LW
REPORT NO.
PAGE 5
SET NO. 5
111608
4/97
BY: Ronnie Lauderdale
CONCRETE: 78
TICKET NO: 335993
30' east of west
OMPRESSIVE
STRENGTH
(psi)
4240
4170
REMARKS
Our letter~ end reports ere for the exclusive u~e of the client to whom they ere addressed and shall no{ be rej0roducl d except in
full without the approval of the te~ting laboratory. The use of ourname must receive our written approval. Our {att4 rs and reports
apply onty to the sample tested and/or inspected, and are not indicative of the quantities of apparently identical or si miler products.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 1/24/97
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 29
SPECIFICATION REQUIREMENTS
STRENGTH: 4000psi @ 28 DAYS
SLUMP: 5"
METHOD OF TEST: ASTM C-39
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Cent i hued)
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inchas) TESTED
PROJECT DATA
MIX DESIGN NUMBER: 9349
DATE OF PLACEMENT: 1/2
TIME SAMPLED: 04: 05PM
TEMPERATURE ( I F) - AIR: 60
TRUCK NO: 120
AIR CONTENT(%): 1.5
LOCATION OF PLACEMENT:
30' South of north,
6 1 5.00 1/31/97
6 2 5.00 1/31/97
6 3 2/21/97
6 4 2/21/97
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM
AGE DIAMETER AREA LOAD
(days) (in.) {sq.in.I {lbs. force~
7 6.00 28.27 1%6660
7 6.00 28.27 117180
28
28
ADDITIONALCOMMENTS:
Fifteen gallons of water added
Technician: Ronnie Lauderdale
Technician
Report Of Tests Continued On Page 7
1001 LW
REPORT NO.
PAGE 6
SET NO. 6
111608
4/97
BY: Ronnie Lauderdale
CONCRETE: 76
TICKET NO: 336011
10' east of west
C)MPRESSIVE
STRENGTH
(psi)
4130
4140
REMARKS
Our letters and reports are fro' the exclusive use of the client to whom they are eddreued and shall not be reproduc; d except in
full without the approval of the testing laboratory. The ule of ourneme must receive our written approval. Our lett~ re end reports
ao~ly only to the semele tested and/or ir~)ected, and are not indicative of the quantities of apparently ~dentical or si miler 13roducts.
Lincoln Property Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 1/24/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Continued)
CONTRACTOR: BUTLER CONSTRUCTION
CONCRETE SUPPLIER: PIONEER
PLANT: 29
SPECIFICATION REQUIREMENTS
STRENGTH: 4000pa£ @ 28 DAYS
SLUMP: 5"
METHOD OF TEST: ASTH C-39
PROJECT DATA
MIX DESIGN NUMBER: 934g
DATE OF PLACEMENT: 1/2
TIME SAMPLED: 04: 50PM
TEMPERATURE ( I F) - AIR: 71
TRUCK NO: 736
AIR CONTENT(%): 2.0
LOCATION OF PLACEMENT:
80' East of west, 30
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. {inches) TESTED
7 1 5.00 1/31/97
7 2 5.00 1/31/97
7 3 2/21/97
7 4 2/21/97
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM
AGE DIAMETER AREA LOAD
{days) (in.) {sq.in.) {lbs. force)
7 6.00 28.27 196200
7 6.00 28.27 107640
28
28
Technician: Ronnie Lauderdale
Technician
Report Of Tests Continued On Page 8
1OO1 LW
REPORT NO.
PAGE 7
SET NO. 7
111608
4/97
BY: Ronnie Lauderdale
CONCRETE: 78
TICKET NO: 334495
south of north
MPRESSIVE
STRENGTH
(psi)
3760
3810
REMARKS
Ou~ lettere and reportl are for the excluaive u~e of the client to whom they ere addreaeed ~ ~ell ~t ~ r~r~ucl ~ ~ in
full witho~ t~ approval of t~ t~ti~ laboratory, T~ ~ of ~nlme m~t re~ive ~ written aeprovN. O~ I~e ~ ~ re0o~l
apply only to t~ s~ple test~ a~/or im~ct~, a~ are not i~icative of t~ quantiti~ of aopMently idenficN or sil ~ilar ~uct8.
Lincoln Prope=ty Co.
PROJECT NO. 0903605034
DATE OF SERVICE: 1/24/97
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Continued)
PROJECT DATA
CONTRACTOR: BUTLER CONSTRUCTION MIX DESIGN NUMBER: 934c.
CONCRETE SUPPLIER: PIONEER DATE OF PLACEMENT: 1/2
PLANT: 29 TIME SAMPLED: 06:00PM
SPECIFICATION REQUIREMENTS TEMPERATURE ( I F) - AIR: 7(~
STRENGTH: 4000psi @ 28 DAYS TRUCK NO: 87
SLUMP: 5" AIR CONTENT(%): 1.5
METHOD OF TEST: ASTM C-39 LOCATION OF PLACEMENT:
10' West of east, 5
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches} TESTED
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM
AGE DIAMETER AREA LOAD
(days) {in.} (sq.in.) (lbs. force}
8 1 5.00 1/31/97 7 6.00 28.27 150430
8 2 5.00 1/31/97 7 6.00 28.27 118050
8 3 2/21/97 '28
8 4 2/21/97 28
Technician: Ronnie Lauderdale
Technician
Report Distribution:
(1) Lfnco[n Property Co. MAXI~
(~) BUTLER CONSTRUCTION INCORP. //~
(1) BROCKETT-DAVIS-DRAKE, INC. / /~ .
(1) THE CITY OF COPPELL / ~/'~
Cl) THE CZTY OF COPPELL // ~'"~C~
(1) O'BRIEN ASSOCIATES, INC. / / ~'~ Pr
1001LW I IV f w
Our letterl ~ repo~e are for the exc ua' · u~e o the client to hem they a~al~r~ed and ~l~J~net be reproducl
f~l wl~o~ t~e approvN of the tNting laboratory. The u~e of ourname m~t re~ive our wri~"n epprovN. Our lett*
apply only to the sample t~ted and/or inspected, and are not inaicative of the quantities of apparently identical or
REPORT NO.
PAGE 8
SET NO. 8
111608
4/97
BY: Ronnie Lauderdale
CONCRETE: 73
TICKET NO: 334503
south of north
OMPRESSIVE
STRENGTH
(psi)
4260
4170
REMARKS
N LABS
-~T-acken, B. S.
~ject Manager
d ex.pt in
Ch. E.
TECHNOLOGIES INC
MaxJ
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. & BELTLINE RD.
COPPELL, TX
PROJECT NO.: 09031
REPORT NO.: 11160
DATE OF SERVICE: 1
AUTHORIZATION:
REPORT DATE: 2/0
SERVICES: 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: ASTM C-39
PROJECT DATA
MIX DESIGN NUMBER: 9349
DATE OF PLACEMENT: 1/2
TIME SAMPLED: 10: 302~[
TEMPERATURE (°F) - AIR: 55
TRUCK NO: 654
AIR CONTENT(%): 2.0
LOCATION OF PLACEMENT:
10' East of west, 5'
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. {inches) TESTED
1 1 5.00 1/31/97
1 2 5.00 1/31/97
1 3 2/21/97
1 4 2/21/97 28
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM
AGE DIAMETER AREA LOAD
{days) (in.) (sq.in.) (Ibs. force)
7 6.00 28.27 123320
7 6.00 28.27 126940
28
CI
ADDITIONAL COMMENTS:
Twenty gallons of water added
Technician: Ronnie Lauderdale
Technician
Report Of Tests Continued On Page 2
1001 LW
~ Tach. · Southwestern Labs
'5 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: {214) 920-1891
i05034
/24/97
3/97
Dn with concrete
~/97
BY: Ronnie Lauderdale
CONCRETE: 65
TICKET NO: 334439
north of south
)MPRESSIVE
;TRENGTH
lpsi)
4360
4490
REMARKS
Our letters snd reports ere fo~ the exclusive uss of the client to whom they ars addressed end ~hall not be roproduce~ i exciter in
full without the approval of the testing laboratory. The u~ of ourneme must receive our written approval. Our lettel I ~ reports
al3ply only to the simple tested and/or ir~pected, end lire not indicative of the qusntitiea of &pps~'ently identical or sin ~ilar products.