Gulf Bearing-LR 951026TECHNOLOGIES INC
Maxim Tech. · Southwestern Labs
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 831-2700
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.: 32272
DATE OF SERVICE: 10/17/95
AUTHORIZATION: ongoing
REPORT DATE: 10/26/95
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: 10/17/95
]]ME SAMPLED: 07: 35AM BY: Johnny Andrews
TEMPERATURE ('F)-AIR: 63 CONCRETE: 75
TRUCK NO: 282 TICKET NO: 7014862
AIR CONTENT(%): 4,25
LOCATION OF PLACEMENT:
Paving & Parking of southeast corner of bldg.
45' southeast of southeast corner
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE DIAMETER AREA LOAD
SET NO. (inches) TESTED (days) {in.) (sq.in.) (lbs. force)
1 1 3. O0 10/24/95 7 6.00 28.27 91630
1 2 3.00 10/24/95 7 6.00 28.27 93960
1 3 11/14/95 28
1 4 11/14/95 28
COMPRESSIVE
STRENGTH
(psi)
3240
3320
REMARKS
Technician: Johnny Andrews Started: 06:30AM Stopped: 01:00PM
Report Of Tests Continued On Page 2
1001 LW
Our letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced except in
full without the approval, of ~e .testl,n.g I,aboratory; The use of~ pu~,rr~_.m,.e m?.l?_c.~ive.~o_u_r _~w~t__e_n__a~[.o¥~a~..~Ot;l~ I..e. tt.e~r~s,~n.d...r~e~p,o,~ss
apply only to the sample testea OhO/Or inspectea, ano are not lrtGiiC~tlVe oTtrle qM~ZTUU~ u/ ap[~==Hu}r ~u~,,u,.a u. o,,,,,.~ i~.u.u~..
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OFSERVICE: 10/17/95
REPORT NO.
PAGE 2
SET NO, 2
32272
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
(Continued)
PROJECT DATA
CLASS OF CONCRETE: Mix Number 38
DATE OF PLACEMENT: 10/17/95
TIME SAMPLED: 09: 30A~ BY: Johnny Andrews
TEMPERATURE ('F)- AIR: 74 CONCRETE: 74
TRUCK NO: 315 TICKET NO: 7014875
AIR CONTENT(%): 5.0
LOCATION OF PLACEMENT:
Paving- south side of building 130'
east of west end & 50' south of bldg.
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. (inches) TESTED
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
AGE DIAMETER AREA LOAD STRENGTH
(days) (in.) (sq.in.) (lbs. force) (psi) REMARKS
2 1 4.50 10/24/95 7
2 2 4.50 10/24/95 7
2 3 11/14/95 28
2 4 11/14/95 28
6.00 28.27 80610 2850
6.00 28.27 83720 2960
Technician: Johnny Andrews Started: 06:30AM Stopped: 01:OOPM
Report Of Tests Continued On Page 3
1001 LW
Our etters and reports a~e for the excl.usjve use of_the client.to whom they f~re ad. dressed a..n.d shall not .be _repr.o.d. uced ex. cept In.
full without the approval of the testing laooratory., in.e use o! ,ou!r~_.m,.e m?.[t _re_c.e.[v_~e.,o_u_r _wr. ~_e_._.ap~[9,v~,_o~_,r Le. tz.e,rs a...%f.e~p.o,~s~
apply only to the sample tested and/or Inspecteo, an(3 are not iFiolCatlve OT Tile qUaflUU~=. U/ a~pcu=.u), ,u¢.u~. u. :,.,..,a. p.uuuu~.
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SERVICE: 10/17/95
REPORT NO.
PAGE 3
SET NO. 3
32272
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
(Co~t inued)
PROJECT DATA
CLASS OF CONCRETE: Mix Number 38
DATE OF PLACEMENT: 10/17/95
TIME SAMPLED: 12: 10PM BY: Johnny Andrews
TEMPERATURE ('F)-AIR: 82 CONCRETE: 80
TRUCK NO: 172 'nCKET NO: 7014896
AIR CONTENT(%): 5,50
LOCATION OF PLACEMENT:
West side of building- 60' north of southwest
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 3.00 10/24/95 7 6.00 28.27 87850
3 2 3.00 10/24/95 7 6.00 28.27 85940
3 3 11/14/95 28
3 4 11/14/95 28
COMPRESSIVE
STRENGTH
(psi)
3110
3040
REMARKS
Technician: Johnny Andrews Started: 06:30AM Stopped: 01:00PM
Report Distribution: MAXIM TECH.eSOUTHWE~TERN LABS
(1) GuLf Bearing, Inc.
(1) Gromatzky, Dupree & Associates ~~/
(1) Brockette, Davis, Drake
(2) Rogers O'Brien F. King Cook, P.E.
(1) City of CoflpeL[
(1) City of Coppett
1001 LW
Our letters and reports .are for the .excl.us. ive u. se ofthe client .to whom they .are ad, dressed, md_ s_ha_ll__n?.t_,be ~re_pr,o_du_c._ed__e.XCreeP~oolr~s
full without the approval of the testing la. mora~ory.. I np use o! puf, na.m,.e m.us.[ recew~ur _.wr~__e_n_.a_p~,r..o ..v~,~[ ,..=.~r~i~,U..ro~ucts
apply only to the sample tested and/or inspectea, ana are no[ inolca[ive or u~e qUar~uues u~ ml.~cHuy ,u,=~,u~..~, ~.,, = ,,,-~ p ,
TECHNOLOGIES INC
Maxim Tech.· Southwestern Labs
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (2'14) 6,31-2700
FAX: (214) g20-1891
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.: 32511A
DATE OF SERVICE: 10/20/95
AUTHORIZA33ON: ongoing
REPORT DATE: 10/30/95
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
SPECIFICAqqON REQUIREMENTS
STRENGTH: 3000ps£ @ 28 DAYS
SLUMP: 3-5"
AIR: 3-6Z
METHOD OF TEST: ASTM C-39
ASTM C-143
PROJECT DATA
CLASS OF CONCRETE: Mix Number 38
DATE OF PLACEMENT: 10/20/95
~ME SAMPLED: 08:00AM BY: Frank Tisdale, CET
TEMPERATURE ('F} - AIR: 48 CONCRETE: 64
TRUCK NO: 391 TICKET NO: 7015037
AIR CONTENT(%): 3.0
LOCAqqON OF PLACEMENT:
Paving, 275' and 17' west of northwest bldg.
corner.
CYLINDER MEASURED
MARKED SLUMP DATE AGE
SET NO. {inches) TESTED (days)
1 1 4.50 10/27/95 7
1 2 11/17/95 28
1 3 11/17/95 28
1 4 HOLD HOLD
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
DIAMETER AREA LOAD STRENGTH
(in.) (sq.in.) (lbs. force) (psi)
6.00 28.27 105150 3720
REMARKS
ADDmONAL COMMENTS:
25 gallons of water was added prior to placement.
Technician: Frank Tisdale, CET Started: 06:30AM Stopped: 12:30PM
Report Of Tests Continued On Page 2
1001 LW
Our etters and reports are for the exclusive use of_the cent .to whom they ~re ad. dressed a. nd shall not .be fepro.duced ex. cept iq
full without the approval of the.testing la. boratpry.. i n,e use oT pu..ma.m, e mgs..~ rece~ve...pur wt. men app. ro .v~.l._.uu.r le~efs..ano re.po_tis
apply only to the sample testeo and/or inspecteo, ann are not inQica[ive OT~Jle quana~les oT apparenay ioelT[ical OT sim.ar proouc[s.
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SERVICE: 10/20/95
REPORT NO.
PAGE 2
SET NO. 2
32511A
CONTRACTOR: Rogers O'Brien
CONCRETE SUPPLIER: Lattimore
PLANT: 7
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 3- 5"
AIR: 3-6%
METHOO OF TEST: ASTM C-39
ASTM C- 143
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Co~t i r~decI)
PROJECT DATA
CLASS OF CONCRETE: Mix Number 38
DATE OF PLACEMENT: 10/20/95
TIME SAMPLED: 10: 15AM BY: Frank Tisdale, CET
TEMPERATURE ('F)-AIR: 59 CONCRETE: 68
TRUCK NO: 572 TICKET NO: 7015049
AIR CONTENT(%): 4,5
LOCATION OF PLACEMENT:
Paving, 100' south and and 15' west of north
west building 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)
2 1 5.25 10/27/95 7
2 2 11/17/95 28
2 3 11/17/95 28
2 4 HOLD HOLD
COMPRESSIVE
STRENGTH
(psi)
6.00 28.27 91410 3230
REMARKS
ADDITIONAL COMMENTS:
No water added to truck.
Technician: Frank Tisdale, CET Started: 06:30AM Stopped: 12:30PM
Report Of Tests Continued On Page 3
1001 LW
Our letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced except in
full .withqut the approval of the ,testlnq la. boratory: The use o.f pu,.rna,m, e m.us.t receive our .written at3proval. Ou.r letters and rep. orts
apply only to the sample testea and/Or inspectea, aha are no~ mo~ca~ve CT me quantities CT apparently Identical or similar prooucts.
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SERVICE: 10/20/95
REPORT NO.
PAGE 3
SET NO. 3
32511A
CONTRACTOR: Rogers O'Brien
CONCRETE SUPPLIER: Lattimore
PLANT: 7
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 3- 5"
AIR: 3-6%
METHOD OF TEST: ASTM C-39
ASTM C- 143
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Continued)
PROJECT DATA
CLASS OF CONCRETE: Mix Number 38
DATE OF PLACEMENT: 10/20/95
TIME SAMPLED: 12: 30PM BY: Frank Tisdale, CET
TEMPERATURE ('F) - AIR: 62 CONCRETE: 70
TRUCK NO: 282 'RCKET NO: 7015059
AIR CONTENT(%): 4.2
LOCATION OF PLACEMENT:
Paving, 12' north and 35' west of northeast
building 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 5.00 10/27/95 7
3 2 11/17/95 28
3 3 11/17/95 28
3 4 HOLD HOLD
COMPRESSIVE
STRENGTH
(psi)
6.00 28.27 102220 3610
REMARKS
Technician: Frank Tisdale, CET Started: N/A Stopped: 06:30AM
Report Distribution: MAXIM TECH. eS~ERN LABS
(1) Gulf Bearing, Inc.
(1) Gro~atzky, Dupree & Associates
(1) Brockette, Davis, Drake
(2) Rogers O'Brien F. King Cook, P.E
(1) City of Coppel[ '
Our le~er$ and reports are for the exclusive use or_the client .~o w~om they .are ad. dressed .a:~. d shall not .be ~reer.o.d.~ced ex. cept lq
~11 without the approval of the tesflnc~ laborator~ I ne use ot o-..rna.m, e mgs.~ rece~ve.,pur w~. r~en apProyq.~..o~r ~er~e.rs aha re~or~$
apply only to ~be sample tested ancl/&r inspec~e~, and are no! Inmcat~ve ot tne cluantmes o7 apparently laentlcal or $~mi~ar proaucts.