Gulf Bearing-LR 950706Huntingdon
Engineering and Sdence for a Safer Environment
Huntingdon · Southwestern Laboratories
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 Ramsey
501 Industrial Blvd.
Grapevine, TX 76051 CLIENT NO.: 3200037
REPORT NO.: 26870
PROJECT: Gulf Bearing DATE OF SERVICE: 6/29/95
Coppell, Texas AUTHOR~A~ON: Ongoing
REPORT DATE: 7/06/95
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: 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 PtACEMENT: 6/29/95
~qME SAMPLED: 06: 45AM BY: Dwayne Palmer
TEMPERATURE ('F) - AIR: 79 CONCRETE: 88
TRUCK NO: 310 TICKET NO: 7011490
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Building slab: 4.8-C.5.
CYLINDER MEASURED
MARKED SLUMP DATE AGE
SET NO. 0nches) TESTED (days)
1 1 6.00 7/06/95 7
1 2 7/27/95 28
1 3 7/27/95 28
1 4 HOLD HOLD
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
LOAD STRENGTH
(lbs. force) (psi)
116660 4130
REMARKS
Technician: Dwayge Palmer Started: 05:30AM Stopped: 09:30AM
CME Technician
Report Of Tests Continued On Page 2
1001 LW
Our etters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced except In
ful without the approval of the testing I~boratory; The use ot ,ou~r, na.m...e m_~us.t,._re_c~i_v_e~.?..r _wr~ ~..e..n..a~[vO~c~nticO~a~ IoerttseirmSitaarnd~rroedPuOcrttss
apply only to the sample tested and/or insDecten, and are no[ 13alta[ire oi tr~ qu~,,,,t,~ u, ~Wp=,=,,~ · ~ ·
Huntingdon
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SERVICE: 6/29/95
REPORT NO.
PAGE 2
SET NO. 2
26870
CONTRACTOR: Rogers O'Brien
CONCRETE SUPPLIER: Lattimore
PLANT: 7
SPECIFICA~ON REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 4- 6"
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: 6/29/95
~ME SAMPLED: 07: 40AM BY: Dwayne Palmer
TEMPERATURE ('F)- AIR: 79 CONCRETE: 85
TRUCK NO: 282 3qCKET NO: 7011493
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Building slab: 8.4-C.5
CYLINDER
MAR KED
SET NO.
MEASURED
SLUMP
(inches)
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
DATE AGE LOAD STRENGTH
TESTED (days) (lbs. force) (ps~
2 1 6.00 7/06/95 7
2 2 7/27/95 28
2 3 7/27/95 28
2 4 HOLD HOLD
96330 3410
REMARKS
Technician: Dwayg_e Palmer Started: 05:30AM Stopped: 09:30AM
CME Technician
Report Of Tests Continued On Page 3
1001 LW
Our letters and reports are for the exclusive use ofthe client .to whom they 9re ad. dressed a_n.d shall not .be _repr.o.d. uced ex. cept
fu without the approval of the test ng laooratory. ~ne use ot ou,r, na.m, e re.us3 receive.put w~. r~en aPP. rova.*._uu.r ~e~e,rs,,ana rep~o~s
apply only to the sample tested ancO/or nspecte~l, and are not inolcatlve o! [ne quantl~es OT apparermy ioenzical or similar proauc~s.
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SERVICE: 6/29/95
REPORT NO.
PAGE 3
SET NO. 3
26870
CONTRACTOR: Rogers O'Brien
CONCRETE SUPPLIER: Lattimore
PLANT: 7
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 4- 6"
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: 6/29/95
~ME SAMPLED: 09: OOAM BY: Dwayne Palmer
TEMPERATURE ('F) - AIR: 83 CONCRETE: 90
TRUCK NO: 459 ~CKET NO: 6018840
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Building Pad: 6.4-F.7
CYLINDER
MARKED
SET NO.
3 1
3 2
3 3
3 4
MEASURED
SLUMP
(inches)
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
DATE AGE LOAD STRENGTH
TESTED (days) (lbs. force) (psi)
6.00 7/06/95 7 84610 2990
7/27/95 28
7/27/95 28
HOLD HOLD
REMARKS
Technician: Dwayn_e Palmer Started: 05:30AM Stopped: 09: 30AM
CME Technician
Report Distribution: HUNTINGDONeSOUTHWESTERN LABS
(1) Gulf Bearing, Inc. (1) City of Coppe[[
(1) Greemtzky, Dupree & Associates (1) City of Coppe[[
(1) 8rockette, Davis, Drake
(2) Rogers O'Brien F. King Cook, P.E.
(1) Southwestern Labs
(1) Southwestern Labs
10Ol LW
Our letters and reports are for the exclusive use of the cent to whom they are addressed and shall not be reproduced except in
fu without the aDproval of the testing laboratory. The use of ourname must receive our written approva 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.
Huntingdon
Engineering and Science for a Safer Environment
Huntingdon · Southwestern Laboratories
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 Ramsey
501 Industrial Blvd.
Grapevine, TX 76051
PROJECT: Gulf Bearing
Coppell, Texas
CLIENT NO.: 3200037
REPORT NO.: 26024
DATE OF SERVICE: 6/08/95
AUTHORIZATION: Joe
REPORT DATE: 7/06/95
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: 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: 6/08/95
TIME SAMPLED: 06: 55AM BY: D~ayne Palmer
TEMPERATURE ('F)-AIR: 80 CONCRETE: 81
TRUCK NO: 391 TICKET NO: 7010549
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Building slab @ 2.8-D.
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) {lbs. force) (ps~
1 1 6.00 6/15/95 7 92160 3260
1 2 6.00 7/06/95 28 119880 4240
1 3 6.00 7/06/95 28 121090 4280
1 4 HOLD HOLD
REMARKS
Technician: D~ay~_e Palmer Started: 05:30AM Stopped: ll:30AM
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 ad. dressed aad sh~dl not ,bezepr,o_d~u_~ed ne~CreePnt~s
full without the approval of the testing aboratory Ine use CT ourname must receive our wrr~en approval, wur ~e~e s a p
apply only to the sample tested and/or inspecteB, and are not nd cative of the quantities of apparently identical or similar products.
Huntingdon
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SER~qCE: 6/08/95
REPORT NO.
PAGE 2
SET NO. 2
26024
CONTRACTOR: Rogers O'Brien
CONCRETE SUPPLIER: Lattimore
PLANT: 7
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 4-6"
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: 6/08/95
TIME SAMPLED: 08: 25A.M BY: Dwayne Palmer
TEMPERATURE ('F) - AIR: 81 CONCRETE: 85
TRUCK NO: 310 TICKET NO: 7010560
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Building pad @ 5.8-B.
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - $ X 12 CYLINDERS
MAXIMUM COMPRESSIVE
DATE AGE LOAD STRENGTH
TESTED (days) (lbs. force) (psi)
2 1 6.50 6/15/95 7 96960 3430
2 2 6.50 7/06/95 28 121450 4290
2 3 6.50 7/06/95 28 122320 4330
2 4 HOLD HOLD
REMARKS
Technician: Dwayne Palmer Started: 05:30AM Stopped: ll:30AM
CME Technician
Report Of Tests Continued On Page 3
1001 LW
Our etters and rel3orts are for the exclusive use of the client to whom they are aqldressed and shall not be re;3roduced except in
fu without the approval of the ,testl.n.g laboratpry,. The use o.f pur. na.m, e m.us.[ rece~v~ur _wr~ ~_e_n__a?~[gv...al:_.,O_u_,r I_e.t~_e,r_s,,a_rna_rroe~uOcrtts*
al)ply only to the sample testeo ano/or nspec~eo, ano are not inolca[ive o~ [ne Quart[roes o] al~parer][ly II~[H,I~;II [J[ ~1[1111¢l ~ i~ ~.
Huntingdon
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SERVICE: 6/08/95
REPORT NO.
PAGE 3
SET NO. 3
26024
CONTRACTOR: Rogers O' Brien
CONCRETE SUPPLIER: Lattimore
PLANT: 7
SPECIFICATION REQUIREMENTS
STRENGTH: 3000psi @ 28 DAYS
SLUMP: 4-6"
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: 6/08/95
TIME SAMPLED: 10: 35AM BY: Dwayne Palmer
TEMPERATURE ('F)-AIR: 86 CONCRETE: 87
TRUCK NO: 280 ~CKET NO: 7010570
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Building Pad @ 7.8-C.
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
{inches)
REPORT OF TESTS
cONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
DATE AGE LOAD STRENGTH
TESTED (days) (lbs. fome) (ps~
3 1 6.00 6/15/95 7 84390 2980
3 2 6.00 7/06/95 28 118450 4190
3 3 6.00 7/06/95 28 125530 4440
3 4 HOLD HOLD
REMARKS
Technician: Dwayg_e Palmer Started: 05: 30AM Stopped: 11: 30AM
CME Technician
Report Distribution: HUNTINGDONoSOUTHW~RN LABS
(1) GuLf Bearing, [nc. (1) City of Coppell
(1) Gromatzky, Oupree & Associates (1) City of Copper[
(1) Brockette, Davis, Drake
(2) Rogers O'arien F King Cook, P.E
(1) Southwestern Labs ' '
(1) Southwestern Labs
1001 LW
Our letters and reports are for the exclusive use of the client to wflom they are addressed and shall not be reproduced except in
fu without the approval of the .test nq aborat.ory: The use o.f ou.r. na.m, e m.u~.t receive,..our wt. itten ap~.rov,~. _,Ou,r letters,,and rreP~0~s_
apply only to the sample tested and/6r inspeczeo, an(3 are not rtQica;lve o? ;13e (3uantmes o; apparem~y ~oenucm or Btm,ar p oauc~s.