Gulf Bearing-LR 951102TECHNOLOGIES INC
,,~axim Tech.* Southwestern Labs
2575 Lone S~r Dr. · P.O. Box 224227
Dalas, Texas 75222
T~ephone: (214) 631-2700
FAX: (214) 920-1891
CLIENT:
PROJECT:
SERVICES:
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051
Gulf Bearing
Coppell, Texas
CLIENT NO.: 3200037
REPORT NO.: 31673A
DATE OF SERVICE: 10/05/95
AUTHORIZA]]ON: ongoing
REPORT DATE: 11/02/95
Sample concrete at location of placement, perform required field tests,
prepare and test concrete compressive strength specimens.
CONTRACTOR: Rogers O'Brien
CONCRETE SUPPLIER: Lattimore
PLANT: 7
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP:
AIR: N/A
METHOD OF TEST: ASTM C-39
ASTM C- 143
PROJECT DATA
CLASS OF CONCRETE: Mix Number 16
DATE OF PLACEMENT: 10/05/95
TIME SAMPLED: 08: 05AM BY: Francisco Calvillo
TEMPERATURE ('F) - AIR: 62 CONCRETE: 73
TRUCK NO: 300 TICKET NO: 7014460
AIR CONTENT(%): 1.0
LOCATION OF PLACEMENT:
Inside perimeter along loading dock inter
section Lines H & G
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
1 1 6.00 10/12/95
1 2 6.00 11/02/95
1 3 6.00 11/02/95
1 4 HOLD
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH
{days) (in.) (sq.in.) Ilbs. force) (ps~
7 6.00 28.27 95890 3390
28 6.00 28.27 126320 4470
28 6.00 28.27 131340 4640
HOLD
REMARKS
Technician: Francisco Calvillo
Technician
Started: 06:30AM Stopped: 09:00AM
Report Distribution: MAXIM TECH.eSOU~BS
(1) Gulf Bearing, [nc.
(1) Gromatzky, Dupree & Associates
(1) Brockette, Davis, Drake
(2) Rogers O'Brien F. King Cook, _P.E.
(1) city of Coppe[[
(1) City of Coppe[[
1001 LW
Our letters and reports are for the exclusive use of_the client .to wflom they ~re ad, dressed ,aDd shall not .be _repr.o~uced ex. cept in.
f~ll without the approval of the testing aboratory. ~ne use or ou~'.na.m.e m,u%~ rece~ve....our wt. ~zen ap~.rov, aj._,uu.r ~e~ers..ana rep~n~s
apply only to the sample tested and/or tnspecte~l, and are not Ind~cat~ve oz me quammes ot al3psrenny ~oern~ca~ or s~m.ar proouc~s.
TECHNOLOGIES
Maxim Tech.. Southwestern Labs
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
CLIENT:
PROJECT:
SERVICES:
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051 CLIENT NO.: 3200037
REPORT NO.: 31877
Gulf Bearing DATE OFSERVICE:lO/09/95
Coppell, Texas AUTHORIZATION:
REPORT DATE: 11/06/95
Sample concrete at location of placement, perform required field tests,
prepare and test concrete compressive strength specimens.
CONTRACTOR: Rogers O'Brien
CONCRETE SUPPLIER: Lattimore
PLANT: ~J7
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: N/A
AIR: N/A
METHOD OF TEST: ASTM C-39
ASTM C- 143
PROJECT DATA
CLASS OF CONCRETE: Mix Number 38
DATE OF PLACEMENT: 10/09/95
TIME SAMPLED: 07:15AM BY: Charles Shurtleff
TEMPERATURE ('F)-AIR: 59 CONCRETE: 71
TRUCK NO: 573 TICKET NO: 7014548
AIR CONTENT(%): 5.0
LOCATION OF PLACEMENT:
Paving next to east side building
160~ south of northeast corner of bldg.
& 5' east of east side of building
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE DIAMETER AREA LOAD STRENGTH
SET NO. (inches) TESTED (days) (in,) (sq.in.) (lbs. force) (psi)
1 1 5.50 10/16/95 7 6.00 28.27 94960 3360
1 2 5.50 10/16/95 7 6.00 28.27 86230 3050
1 3 5.50 11j06/95 28 6.00 28.27 129430 4580
1 4 5.50 11/06/95 28 6.00 28.27 130080 4600
REMARKS
Technician: Charles Shurtleff Started: 06:30AM Stopped: 10:30AM
Report Of Tests Continued On Page 2
1001 LW
Our letters and rel3orts are for the exclusive use of_the client .to whom they ,are addressed a.n.d shall not .be _repr.oduced ex. cept in.
ful without the al3proval of the testing laboratory. ~ ne use o7 ,ou.r, na.m, e re.us_: rece~ve.,.,our wt. Rten aPprov, a?_.uu.r torte,rs an(3 rep. o~s
apl31y only to the sample tested and/or inspected, and are not ma~cat~ve o7 me quammes o7 apl3aremly ~aemlca~ or s~m,ar proouczs.
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SERVICE: 10/09/95
REPORT NO.
PAGE 2
SET NO. 2
31877
CONTRACTOR: Rogers O'Brien
CONCRETE SUPPLIER: Lattimore
PLANT: #7
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: N/A
AIR: N/A
METHOD OF TEST: ASTM C-39
ASTM C-143
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Continued)
PROJECT DATA
CLASS OF CONCRE'FE: Mix Number 38
DATE OF PLACEMENT: 10/09/95
TIME SAMPLED: 09: 15AM BY: Charles Shurtleff
TEMPERATURE ('F) - AIR: 69 CONCRETE: 76
TRUCK NO: 315 TICKET NO: 7014560
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
300' South of northeast corner of bldg.
40' east of east side of building
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE DIAMETER AREA LOAD STRENGTH
SET NO. (inches) TESTED (days) (in.) (sq.in.) (lbs. force) (psi)
2 1 6.50 10/16/95 7 6.00 28.27 86760 3070
2 2 6.50 10/16/95 7 6.00 28.27 100280 3550
2 3 6.50 '11/06/95 28 6.00 28.27 114960 4070
2 4 6.50 11/06/95 28 6.00 28.27 111320 3940
REMARKS
Technician: Charles Shurtleff Started: 06: 30AM Stopped: 10:30AM
Report Distribution: MAXIM TECH..S~
(1) Gulf Bearing, Inc.
(1) Gromatzky, Dupree & Associates
(1) Brockette, Davis, Drake
(2) Rogers O'Brion F King Cook, P E.
(1) City of Coppe[[ ' '
(1) City of Coppe[[
1001 LW
Our letters and reports are for the exc us ve use of the client to whom they are addressed and shall not be reproduced ex, cept in
fu I without the approva of the test ng laboratory. The use of ou.r. na.m. · m.us..t receive_pur wr. ltten app_ro .vql._Ou.r lette.rs,.ano rep. o~s
apply only to the sample tested and/or inspected, and are not nchcatlve o! ~le quantities oT apparently Ioentlcal or similar proouc[s.
LABS
TECHNOLOGIES INC
Maxim Tech.* Southwestern Labs
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
CLIENT:
Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051
PROJECT: Gulf Bearing
Coppell, Texas
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
SERVICES:
CLIENT NO.: 3200037
REPORT NO.: 32900A
DATE OFSERVlCE:10/27/95
AUTHORIZATION: ongoing
REPORT DATE: 11/09/95
Sample concrete at location of placement, perform required field tests,
prepare and test concrete compressive strength specimens.
CONTRACTOR: Rogers O'Brien
CONCRETE SUPPLIER: Lattimore
PLANT: 7
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 5" Max.
AIR: N/A
METHOD OF TEST: ASTM C-39
ASTM C-143
PROJECT DATA
CLASS OF CONCRETE: Mix Number 38
DATE OF PLACEMENT: 10/27/95
TIME SAMPtED: 10: 00AM BY: Francisco Calvillo
TEMPERATURE ('F) - AIR: 79 CONCRETE: 76
TRUCK NO: 574 TICKET NO: 7015416
AIR CONTENT(%): 3.0
LOCATION OF PLACEMENT:
Paving north parking lot area. @ 40' North
of building's northwest corner.
CYLINDER MEASURED
MARKED SLUMP
SET NO. {inches)
1 1 5.50
1 2
1 3
1 4
DATE
TESTED
11/03/95
11/24/95
11/24/95
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH -6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH
{days) (in,) {sq.in.) (lbs. force) (psi)
7 6. O0 28.27 90730 3210
28
28
HOLD HOLD
REMARKS
Technician: Francisco Calvillo
Technician
Started: 09:00AM Stopped: 03:00PM
Report Of Tests Continued On Page 2
1001 LW
Our letters and rel3orts are for the exclusive use of_the client .to whom they .are a(;Idressed aLn. d shall not .be .[repr.o~uced ex. cept in.
full without the approval of the testing laboratory. ~ ne use or pu.r. na.m. e m.usj recelve._pur wt. ~en app. ro.vq.l._,uu.r let~e,rs.,ano rep. o~s
apply only to the sample tested and/or tnspecteB, and are not ma~catwe OT ~ne quammes or apparenz~y ~oermcm or mm,ar proouc[s.
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SERVICE: 10/27/95
REPORT NO.
PAGE 2
SET NO. 2
32900A
CONTRACTOR: Rogers O'Brien
CONCRETE SUPPLIER: Lattimore
PLANT: 7
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 5" Max.
AIR: N/A
METHOD OF TEST: ASTM C-39
ASTM C- 143
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Cont i nued)
PROJECT DATA
CLASS OF CONCRETE: Mix Number 38
DATE OF PLACEMENT: 10/27/95
TIME SAMPLED: 12:45PM BY: Francisco Calvillo
TEMPERATURE ('F) - AIR: 80 CONCRETE: 78
TRUCK NO: 282 TICKET NO: 7015432
AIR CONTENT(%): 3.5
LOCATION OF PLACEMENT:
Paving north parking lot. 78' North & 90' west
of buildings northeast corner.
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)
1 5.00 11/03/95 7
2 11/24/95 28
3 11/24/95 28
4 HOLD HOLD
COMPRESSIVE
STRENGTH
(psi)
6.00 28.27 98250 3470
REMARKS
Technician: Francisco Calvillo
Technician
Started: 09:00AM Stopped: 03:00PM
Report Of Tests Continued On Page 3
1001 LW
Our letters and reports are for the exc us ve use of the client to whom they are addressed and shall not be reproduced except In
full without the approval of the test ng aboratory. The use of purname m.ust receive..pur wt. itten app. ro.vql. .Ou.r letters .and rep. orts
apply only to the sample tested and/or inspected, and are not ~ndlcatlve oT the quantmes oT apparen~y identical or similar proaucts.
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SERVICE: 10/27/95
REPORT NO.
PAGE 3
SET NO. 3
32900A
CONTRACTOR: Rogers O'Brien
CONCRETE SUPPLIER: Lattimore
PLANT: 7
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 5" Max.
AIR: N/A
METHOD OF TEST: ASTM C-39
ASTM C- 143
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Cont inued)
PROJECT DATA
CLASS OF CONCRETE: Mix Number 38
DATE OF PLACEMENT: 10/27/95
TIME SAMPLED: 02: 20PM BY: Francisco Calvillo
TEMPERATURE ('F) - AIR: 82 CONCRETE: 78
TRUCK NO: 572 TICKET NO: 7015440
AIR CONTENT(%): 3.3
LOCATION OF PLACEMENT:
Paving @ firelane area 65' north & 18' west
of buildings northwest corner
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)
3 1 5.75 11/03/95 7
3 2 11/24/95 28
3 3 11/24/95 28
3 4 HOLD HOLD
COMPRESSIVE
STRENGTH
(ps~
6.00 28.27 89560 3170
REMARKS
Technician: Francisco Calvillo
Technician
Report Distribution: MAXIM TECH.~O~HWF, i~F-~rN
(1) Gulf Bearing, Inc.
(1) Gromatzky, Oupree & Associates
(1) Brockette, Davis, Drake
(2) Rogers O'Brien F King Cook,P E
(1) City of Copper[ ' ' '
(1) City of CoppeLL
1001LW
Our leEers and repo~s are for the exclusive use of~he clle~
~ witho~ the approva of the test ng laborato~. Ina use o! pu[name mgs~ rece~ve,.gur wt. ~en aP@ro,v~)._.uu[ ~e~ers .an~ reRo~s
apply only to the sample tested and/or inspected, and are not ~ndtcatlve ot the quant~es o~ apparem~y ioem~cai or s~mi~ar proouczs.
LABS