Gulf Bearing-LR 950613Huntingdon
Engineering and Science for a Safer Enwronment
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.: 25929
DATE OF SERVICE: 6/06/95
AUTHORIZATION: Ongoing
REPORT DATE: 6/13/95
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: 6/06/95
TIME SAMPLED: 09:05AM BY: Frank Tisdale,
TEMPERATURE (°F) - AIR: 79 CONCRETE: 81
TRUCK NO: 391 TICKET NO: ?010454
AIR CONTENT(%): N/A
LOCATION OF PLACEMENT:
Piers H.3/7.2, H.2/8.8, and A.6/11.9.
CRT
CYLINDER MEASURED
MARKED SLUMP DATE AGE
SET NO. (inches) TESTED (days)
i i 6/13/95 7
i 2 7/04/95 28
i 3 7/04/95 28
i 4 HOLD HOLD
REPORT OF TESTS
CONCRETE COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS
MAXIMUM COMPRESSIVE
LOAD STRENGTH
(lbs. force} (psi) REMARKS
ADDITIONAL COMMENTS:
Technician time recorded on report number 25928.
Technician: Frank Tisdale, CRT
Report Distribution: HUNTINGDON eSOUTHWES~BS
(1) Gulf Bearing, Inc. (1) City of Coppe[[
(1) Gromatzky, 'Dupree & Associates (1)' City of Coppett
(1) Brockette, Davis, Drake
(2) Rogers O'Brien F. King Cook, P.E.
(1) Southwestern Labs
(1) Southwestern Labs
1001 LW
fu# witho~ t~ epprov~ of
Ip~y o~y to t~ simple t~t~
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
CLIENT:
PROJECT:
SERVICES:
Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051
Gulf Bearing
Coppell, Texas
Daily Activities:
~REPORT OF
DAILY ACTIVITIES
CLIENT NO.: 3200037
REPORT NO.: 26023
DATE OF SERVICE: 6/08/95
AUTHORIZATION: Joe
REPORT DATE: 6/13/95
REPORT OF INSPECTION
On this date, a representative of Huntingdon/Southwestern Laboratories
observed the poly sheet that had been placed on top of the subgrade on the
building pad in the southeast office corner.
Technician: Dwayne Palmer
CME Technician
Report Distribution: HUNTINGDON~BS'
(1) Gulf Bearing, Inc. (1) City of Coppe[[
(1) Gromatzky, Dupree & Associates (1) City of CoppeLL
(1) Brockette, Davis, Drake
(2) Rogers O'Brien F. Kin~-Cook, P.E.
(1) Southuestern Labs
(1) Southwestern Labs
1099 LW
Ow e~em and reports ~e f~ tits ex~uaive use of the client to whom they ~l Id~r---~-- ~ she# not b? re. Drodud:xK] exc?pt in
f~l witho~ the al)provN of the tilt ~ al)~y. The ule of ourna~m must rsc~ve our wre~e~ I~)provl. ow ~e~l ina reportl
Ipply oAIy tO the simple tilted irtcllu inlpected, end ~e not indicative of the qulrltitiil of ~pp~ently identicJ ~ ~mil~ ~oducm.
Huntingdon
Engineering and Science for a Safer Environment
REPORT OF
DALLY ACTIVITIES
Hunting~ ~n · Southwestern Laboratories
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Tex~s 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
CLIENT NO.: 3200037
REPORT NO,: 26023
DATE OF SERVICE: 6/08/95
AUTHORIZATION: Joe
REPORT DATE: 6/13/95
SERVICES: Daily Activities:
REPORT OF INSPECTION
On this date, a representative of Huntingdon/Southwestern Laboratories
observed the poly sheet to be placed on top of the subgrade on the
building pad in the southeast office corner.
Technician time on concrete report for this date.
Technician: Dwayne Palmer
CME Technician
Report Distribution: (1) Gutf Bearing, [nc.
(1) Groeatzky, Oupree& Associates
(1) Brockette, Oavis00rake
(2) Ro~ers O'Brien
(1) City of Coppett
(1) City of Col=Pelt
LABS
(1) Southwestern Labs
10~19)LWSouthwestern Labs ........ he client to whom they are addressed a. qd shall not .be,cr~_pr.o_d,u_c. ed~CrePe~to~s
.Og..r Iq.fi. ers..agd repo_?_,ar_e, [o~r~ z.n~e~+?~x,.c,~a~,~,~, ~e use of ouf..na.m. · m.u~.t recelv_e.~,o_u_r _,wr~..e..n. ra~J~nt~_a~ ~r~llar pr~'d~cts.
TUll WithOUt me approvm u, u.,~ ?o,~,.~ ..... ~'~' ~nd ere not rlOlCatlve o? the quantme~ u~ ~ ·
apply only to the sample testea aha/or In~p~b~=u .......
Huntingdon
Engineering and Science for a Safer Envfronment'
Huntingdoh · Southwestern Laborstorles
.,. 2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222.,
Telephone: (214) 631-2700
FAX~ (2~4) 920-~89~
REPORT OF
CONCRETE COMPRESSIVE STRENGTH
CUENT:
Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051 CUENTNO.: 3200037
REPORT NO.: 25929
PROJECT: Gulf Bearing DATE OFSER~CE: 6/06/95
-- Coppell, Texas AUTHORIZATION: Ongoing
REPORT DATE: 6/13/95
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: 6/06/95
~ME SAMPLED: 09: 05AM BY: Frank Ttsdale,
TEMPERATURE ('F)-AIR: 79 CONCRETE: 81
TRUCK NO: 391 I~CKET NO: 7010454
AIR CONTENT(%): N/A
LOCA~ON OF PLACEMENT:
Piers H.3/7.2, H.2/8.8, and A.6/11.9.
CET
REPORT OF TESTS
CONCRE-[E COMPRESSIVE STRENGTH - 6 X 12 CYLINDERS ' "'
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH
SET NO. (inches) TESTED (days) (lbs. force) (psi) REMARKS
1 i 5.50 6/13/95 7 96020 3400
1 2 7/04/95 28
1 3 7/04/95 28
1 4 HOlD HOLD
ADDmONAL COMMENTS: ~
Technician time recorded on report number 25928.
Technician: Frank Tisdale, CET .,
RePort Distribution: HUNTINGDONeSOUTHWESTERN LABS
(1) Gulf Bearing, Inc. (1) City of CopfleL[
(1) Gromatzky, Oul~ee & Associates (1) City of Coppe[l
(1) Brockette, Davis, Drake
(2) Rogers O'Brien F. King Cook, P.E.
(1) Southwestern Labs
(1) Southwestern Labs
1001 LW
Our letters and reports are fo~ the.,excl.us, lve u. se of_the client.to whom they .are ad, dressed a.9.d shall not .be _repr.od~Hced__ex~c~p_t_lg_
full .wit..ut the approv~,l o.f ~e.teszLn. g I~.nora~qrY.. in.e use o! ,ou.r. na?, e rn.us.[ rece~ _v~.,.,our _.wr~en app_ro?._,~u~_,r
apply Only tO the sample ~es~ea ana/or inspectea, aha are no, inalcaave ol [ne quammes OT apparenuy ioena~.m ~r =~m~u p uuu~=.
Huntingdon
Engineering and Science for a Safer Environment
REPORT OF
MOISTURE-DENSITY RELATIONS
Huntinguon · Southwestern Laboratories
257'5 Lo~e S~r Or. · 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
CUENT NO.: 3200037
REPORT NO.: 26121
DATE OFSER~CE: 6/09/95
AUTHORtZA~ON: Ongoing
REPORT DATE: 6/14/95
SERVICES: Obtain sample of material used for construction, prepare samples and
perform moisture-density relations test to establish the maximum density
and optimum moisture of the material.
CONTRACTOR: Rogers O'Brien
TEST FOR: Paving subgrade
MATERIAL: See additional comments
METHOD OF TEST: ASTM D698, Method A
ASTM D4318, Proc. A
PROJECT DATA
DATE SAMPLED: 6/09/9 5
SAMPLED BY: Frank TiscLale, CET
SAMPLE LOCA3qON: See additional comments
Dens.
98
96
94
92
REPORT OF TESTS
18 20 22 24 26 28 30
MAXIMUM DENSffY, PCF: 93.0
OFRMUM MOISTURE ~): 24.5
LIQUID LIMff: 63
PLAS3qC LIMFF: 38
PLASTICITY INDEX: 25
MOISTURE CONTENT (%)
Report Of Tests Continued On Page 2
1006 MDR
Our letters and reports .are. f.or .U~e..excl.us. lve u. se of_the client.to whom they .are ad. tires _r~d.._an~d__ _sl~_ ._m~.t_,be ~re_pr,_c~u,_c._ed__e.,xc.e_p_t_ln~.
flJ wffhout the approval or me tesang m. ooratory.. I~. use oT ,o~.~.m,.e mvs.[ re_c.e.[~_~._~_ _.wr?..e_n_?j~[.~k..~ ~l_~..m.~u.~cll~c~
ap~y o~y to the sampe tested and/or inspectea, ana are not iRalcaave o[me quanuue~, u, api..z,,~,,u)' ,u=,,u~e. ~- ~,,,,,~. ~ ~ .
Huntingdon
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SERVICE: 6/09/95
REPORT NO.
PAGE 2
26121
REPORT OF TESTS
ADDITIONAL COMMENTS:
Soil description:
Sample location:
Dark brown clay with tan sandy clay - lime treated
Sampled from the east half of the east paving area, 155
feet north and 90 feet east of the southeast corner of
building.
Technician: Max Richwine
Report Distribution: HUNTINGDONaSOUTHWE TS Ei;~ LABS
(1) Gutf Bearing, Inc. (1) City of Colopett
(1) Gromatzky, Dupree & Associates (1) City of Col3pelL
(1) Brockette, Davis, Drake
(2) R~ers O'Brien F. King Cook,
(1) $~th~stern Labs
(1) S~thwestern Labs
1006 MDR
Our letters and reports .are for .the..excl.us. ive ,use ofthe client .to whom they .are ad. dressed a..n.d shall not .be,[r~_pr.o_d_u~__ed__ex~c~l~no~t~$
~11 ~.the. ap~rova.~ o.! ~.e .~esu..ng ~o,a~: , n.e use ~ .m~_na.m. e m~s..~ rece,~..pur _.wn~_ en __a~[_~.o~_~
appJy omy to me semp~e teste= anolor mspecteo, ano are no~ ,~=caave o; tne quemmes o; ap~arermy o m ca pr .