Gulf Bearing-LR 950728TECHNOLOGIES INC
Maxim Tech.. Southwestern Labs
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
CLIENT:
Gulf Bearing, Inc.
Attn: Ross Ramsay
501 Industrial Blvd.
Grapevine, TX 76051
PROJECT: Gulf Bearing
Coppell, Texas
CLIENT NO.: 3200037
REPORT NO.: 27919A
DATE OF SERVICE: 7/21/95
AUTHORIZATION: ONGOING
REPORT DATE: 7/28/95
SERVICES: 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: 4000psi @ 28 DAYS
STUMP: 3-5"
AIR: N/A
METHOD OF TEST: ASTM C-39
ASTM C- 143
PROJECT DATA
CLASS OF CONCRETE: Mix Number 16
DATE OF PLACEMENT: 7/21/95
TIME SAMPLED: 05: llAM BY: Frank Tisdale,
TEMPERATURE ('F)- AIR: 79 CONCRETE: 90
TRUCK NO: 282 TICKET NO: 7012155
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
8" slab-on-grade, Line E.2 at 7.4
CET
CYLINDER MEASURED
MARKED SLUMP DATE AGE
SET NO. (inches) TESTED (days)
1 1 5.00 7/28/95 7
1 2 8/18/95 28
1 3 8/18/95 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) (ps~
6.00 28.27 97450 3450
REMARKS
ADDITIONAL COMMENTS:
5 gallons of water was added prior to sampling.
slump and concrete temperature.
Contrctor was notified of
Technician: Frank Tisdale, CET Started: 04:30AM Stopped: 08:00AM
Report Of Tests Continued On Page 2
1001 LW
Our letters and reports are for the exclusive use ofthe client.to whom they are at, dressed a_nd shall not .be_repr. o.d. uced ex. cept in.
fu without the approva of the testing laboratory, i n.e use or..our, name m.us..t rece{ve.,.,our _wr~ r~en _aj:?~[~l_.~,_~J,r 4e.r[_e,rSilaa~rO_rroed~uOc~[
apply only to the sample tested and/or inspectei:l, an= are not inQIc..atlve PT tne quan[ixles O1 appar=nuy ,u=[,uua, ur =,,,, ~ ~ .
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SERVICE: 7/21/95
REPORT NO.
PAGE 2
SET NO. 2
27919A
CONTRACTOR: Rogers O'Brien
CONCRETE SUPPLIER: Lattimore
PLANT: 7
SPECIFICATION REQUIREMENTS
STRENGTH: 4000psi @ 28 DAYS
SLUMP: 3 - 5"
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 16
DATE OF PLACEMENT: 7/21/95
TIME SAMPLED: N/A BY: Frank Tisdale,
TEMPERATURE ('F) - AIR: CONCRETE:
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
CET
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 I 6.50 7/28/95 7
2 2 8/18/95 28
2 3 8/18/95 28
2 4 HOLD HOLD
COMPRESSIVE
STRENGTH
{psi)
6.00 28.27 92420 3270
REMARKS
Technician: Frank Tisdale, CET
Report Distribution: MAXIM TECH.eSOUTHWESTEJ;i~LABS
(1) Gutf Bearing, Inc.
(1) Gro~etzky, Oupree & Associates
(1) Brockette, Davis, Drake
(2) Rogers O'arJen F King Cook, P E
(1) city of coppet[ ' ' '
,0 l) wCity o,
Our letters and reports are for the exclusive use of_the client .to whom they ,are ad. dressed a.n.d shall not .be .[epr,o.d. uced ex. cept
full ~thout the approval of the testing laboratory me -,se oT ourrmme must receve ,our wr.~en approv, a.l._.uu.r ~euers ,ano rep, o~s
apply only to the sampe tested and/or inspecteT:t, and are not indicative of the quant t es oT apparently ioermca~ or similar proouc~s.
TECHNOLOGIES IHt
Maxim Tech. e Southwestern Labs
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
CUENT:
Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051
PROJECT: Gulf Bearing
Coppell, Texas
CLIENT NO.: 3200037-
REPORT NO.: 27946
DATE OF SERVICE: 7/21/95
AUTHORIZATION: ongoing
REPORT DATE: 7/28/95
SERVICES: 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: 4000ps£ @ 28 DAYS
SLUMP: 3-5"
AIR: 3-6%
METHOD OFTEST: ASTM C-39
ASTM C-143
PROJECT DATA
CLASS OF CONCRETE: Mix Number 40
DATE OF PLACEMENT: 7/21/95
TIME SAMPLED: 08:43AM BY: Frank Tisdale, CET
TEMPERATURE ('F) - AIR: 86 CONCRETE: 90
TRUCK NO: 572 ~CKET NO: 7012174
AIR CONTENT(%): 3.8
LOCATION OF PLACEMENT:
Tilt-up panel ~/81
CYLINDER MEASURED
MARKED SLUMP DATE AGE
SET NO. (inches) TESTED (d~s)
1 1 4.75 7/28/95 7
I 2 8/18/95 28
1 3 8/lS/95 28
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 110790 3920
REMARKS
Technician: Frank Tisdale, CET Started: 08:00AH Stopped: 12:30PM
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 ad. dressed and shall not ,be .[reproduced ex. cept in
fu without the approva of the testing laboratory. The use of pu.r. na.m, e m.us~.t rece~ve....our wr. itten ap~.roygl..?_u_[ I_e_tt_e..rs=la__nQ_rroed~uOc~Ss
apply only to the sample tested and/or nspecte~l, and are not inolcazlve o! [ne quamn es oT apparemly ioen[ica~ or =~m~a[ p u .
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SERVICE: 7/21/95
REPORT NO.
PAGE 2
SET NO. 2
27946
CONTRACTOR: Rogers O'Brien
CONCRETE SUPPLIER: Lattimore
PLANT: 7
SPECIFICATION REQUIREMENTS
STRENGTH: 4000psi @ 28 DAYS
SLUMP: 3- 5"
AIR: 3-6%
METHOD OF TEST: ASTM C-39
ASTM C-143
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
(Cont inMed)
PROJECT DATA
CLASS OF CONCRETE: Mix Number 40
DATE OF PLACEMENT: 7/21/95
TIME SAMPLED: lO:22AM BY: Frank Tisdale, CET
TEMPERATURE ('F)- AIR: 89 CONCRETE: 89
TRUCK NO: 573 ~CKET NO: 7012185
AIR CONTENT(%): 4.0
LOCATION OF PLACEMENT:
Tilt up panel ~76 and ~75
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 5.50 7/28/95 7
2 2 8/18/95 28
2 3 8/18/95 28
2 4 HOLD HOLD
COMPRESSIVE
STRENGTH
(psi)
6.00 28.27 87250 3090
REMARKS
Technician: Frank Tisdale, CET Started: 08:00AM Stopped: 12:30PM
Report Distribution: MAXIM TECH.eSOUTHWESTERN LABS
(1) Gutf Bearing, Inc. _~'
(1) Gromatzky, Dupree & Associates
(1) 8rockette, Davis, Drake
(2) Rogers O'Brien
(1) City of CoppeL[
0g ) wCity of co LL
Our attars 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 the testing laboratory The use of ourname must receive our wrftten approval. Our letters and reports
apply only to the sample tested and/or inspecte~l, and are not indicative of the quantities of apparently identical or similar products.
TECHNOLOGIES INC
Maxim Tech. e Southwestern Labs
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
CUENT:
Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051
PROJECT: Gulf Bearing
Coppell, Texas
CLIENT NO.: 3200037
REPORT NO.: 26932
DATE OF SERVICE: 6/30/95
AUTHORIZATION: Joe
REPORT DATE: 7/28/95
SERVICES: 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: 6
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 4-6"
AIR: N/A
METHOD OF TEST: ASTM C-39
ASTM C- 143
PROJECT DATA
CLASS OF CONCRETE: Mix Number 16
DATE OF PLACEMENT: 6/30/95
TIME SAMPLED: 08: 20AM BY: Dwayne Palmer
TEMPERATURE ('F)-AIR: 95 CONCRETE: 84
TRUCK NO: 453 ~qCKET NO: 6018913
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Building slab 7.4-F.4
CYLINDER MEASURED
MARKED SLUMP DATE AGE DIAMETER
SET NO. (inches) TESTED (days) (in.)
1 1 6.00 7/07/95 7 6.00
1 2 6.00 7/28/95 28 6.00
1 3 6.00 7/28/95 28 6.00
1 4 HOLD HOLD
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM
COMPRESSIVE
AREA LOAD STRENGTH
(sq.in.) (Ibs.~rce) (psi)
28.27 93440 3300
28.27 128430 4540
28.27 125230 4430
REMARKS
ADDITIONAL COMMENTS:
Technician time recorded on report number 26919.
Technician: Dway~_e Palmer Started: 05:30AM Stopped: 12:30PM
CME Technician
Report Distribution: MAXIM TECH.,SO~ LABS
(1) Gulf Bearing, ]nc.
(1) Gromatzky, Dupree & Associates
(1) Brockette, Davis, Drake
(2) Rogers O'arien F. King Cook, P.E.
(1) City of Copper[
(1) City of Coppel.[
1001 LW
Our etters and reports are for the exclusive use of the client to whom they are ad. dressed and shall not be reproduced except in
full without the approval of the.testi.n.g 1~13oratqry.. The use o.f pu.r. na.m. e m.us.[ re_c~[v~e~..o_u_r _wr, ~_e_n_.a~[.o¥,al_.~,_O~.,r I..e. ttseirmSilam~rd..~oedPuO~Ss
apply only to the sample testeo ano/or inspecteo, ano are not inolca~lve oT me quanuueb uf ~tUldmr~:,,uy ,u=,,u~.a, u, = ~, ~. ·
TECHNOLOGIES INC
Maxim Tech. e Southwestern Labs
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
CUENT:
Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051
PROJECT: Gulf Bearing
Coppell, Texas
CLIENT NO.: 3200037
REPORT NO.: 26919
DAlE OF SERVICE: 6/30/95
AUTHORIZATION: Joe
REPORT DAlE: 7/28/95
SERVICES: 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: 6
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 4- 6"
AIR: 4-6%
METHOD OF TEST: ASTM C-39
ASTM C- 143
PROJECT DATA
CLASS OF CONCRETE: Mix Number 38
DAlE OF PLACEMENT: 6/30/95
TIME SAMPLED: 06: 35AM BY: Dwayne Palmer
TEMPERATURE ('F)-/MR: 70 CONCRETE: 84
TRUCK NO: 452 TICKET NO: 6018904
AIR CONTENT(%): 4.8
LOCATION OF PLACEMENT:
Paving: east parking lot far east lane @ about
10' west column line 8.0.
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 7/07/95 7 6.00 28.27 91520 3240
1 2 5.50 7/28/95 28 6.00 28.27 114690 4060
1 3 5.50 7/28/95 28 6.00 28.27 109540 3870
1 4 HOLD HOLD
REMARKS
Technician: Dway~_e Palmer Started: 05:30AM Stopped: 12:30PM
CME Technician
Report Of Tests Continued On Page 2
1001 LW
Our letters and reports are for the exclusive use ofthe client to whom they are addressed and shall not be reproduced except in
full without the approva. I of the .testinq ,;)boratpry: In~ use o.f pu~r. na~e m~us.t._~re_c~i_v_e.~,o_u_r ~wr, ~_e_n. raeD~[vO~l~ntlcOca[ IorettseF~il[rnd~rroe~uO~Ss
apply only to the sample testeo and/Or )nspecteo, eno are no[ ilqOlCallve o! [ne qui=~rmuu~= u, =wl~,~ · y u ~ ·
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SERVICE: 6/30/95
REPORT NO.
PAGE 2
SET NO. 2
26919
CONTRACTOR: Rogers O' Brien
CONCRETE SUPPLIER: Lattimore
PLANT: 6
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 4-6"
AIR: 4-6%
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: 6/30/95
TIME SAMPLED: 11: 10AM BY: D~a~'te Palmer
TEMPERATURE ('F) - AIR: 80 CONCRETE: 88
TRUCK NO: 173 TICKET NO: 6018924
AIR CONTENT(%): 5.2
LOCATION OF PLACEMENT:
Paving: east parking about 40' west on
Line #9.
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.ln.) (lbs. force)
2 1 6.50 7/07/95 7 6.00 28.27 82930 2930
2 2 6.50 7/28/95 28 6.00 28.27 110280 3900
2 3 6.50 7/28/95 28 6.00 28.27 116830 4130
2 4 HOLD HOLD
REMARKS
Technician: Dwayge Palmer Started: 05:30AM Stopped: 12:30PM
CME Technician
Report Distribution: MAXIM TECH.,SOU~WE~N LABS
(1) Gulf Bearing, Inc.
(1) Gromatzky, Dupree & Associates
(1) Brockette, Davis, Drake
(2) Rogers O'lirien F. King Cook, P E
(1) City of Coflpe[[ ' '
(1) City of CoflpeL[
1001 LW
Our letters and reports are for the exclusive use of_the client .to whom they .are ad. dressed a. nd shall not .be .[repr.o.d. uced ex. cept In.
full without the approval of the testinq laboratory. ~ne use oT pu.r. na.m.e m.usJ rece~ve_gur w!r~en app~.roya.~...uu.r ~et~e.rs .ann rep. oqs
app y on y to the samp e tested and/ar inspected, and are not ~na~cat~ve oT ~ne quant~jes or apparem~y ~aermca; or s~m~mr proauc[s.