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Gulf Bearing-LR 950614Huntingdon Engineering and Sdence for a Safer Environment REPORT OF SOIL-LIME MIXTURE PULVERIZATION HuntingaOn · Southwestern laboratories 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 Ramsay 501 Industrial Blvd. Grapevine, TX 76051 PROJECT: Gulf Bearing Coppell, Texas OUENT NO.: 3200037 REPORT NO.: 26094 DATE OF SERVICE: 6/09/95 AUTHORIZATION: .Toe REPORT DATE: 6/14/95 SERVICES: Sample lime treated subgrade soil from construction area and test for degree of pulverization. CONTRACTOR: Rogers O'Brien TEST LOCATION: E. half of E. paving area TEST METHOD: SDHPT Item 260 PROJECT DATA SPECIFICATION REQUIREMENTS: MINIMUM PERCENT PASSING 1-3/4" SIEVE: 100.0% MINIMUM PERCENT PASSING t~4 SIEVE: 60.0% REPORT OF TESTS NO LOCATION PASSING 1- 3/4" PASSING S~EVE ~) , SIEVE 3. 4. 5. 6. Northeast aRproach, 70' south and 130' east o~ northeast building corner. 160' South and 65' east of northeast building corner. 235' South and 95' east of northeast building corner. 320' south and 110' east of northeast building corner. 420' South and 90' east of northeast building corner. 30' North and 115' east of southeast building corner. 100 66 100 68 100 61 100 60 100 39* 100 62 Report Of Tests Continued On Page 2 1016 LW Our letters and report~ .are. f.or the _.excl.u$.lve u. se of the client .to whom they full ,witho. ut the_approvaJ, qT me .zes~l.n.g I{u3oratqry,. 11~. use O.T pu[na.m.e mvs.~ re_c.e.l_v_e.~p_u_r apply only to The samite Testa(3 ano/or inspecTeo, ano are not In(31C~TIV~ O[TTle quanm~ea o. Huntingdon Gulf Bearing, Inc. CLIENT NO.' 3200037 DATE OFSERVICE: 6/09/95 REPORT NO. PAGE 2 26094 REPORT OF TESTS NO o LOCATION 85' South and 90' east of southeast building corner. Retest ~5, this report. Retest #7, this report. PASSING 1-3/4" mEVE{%) 100 100 ~.oi~ An asterisk (*) appears next to test results which do NOT meet the project specifications as noted on page 1. Sample(s) were tested in the as sampled moisture condition. PASSING S~EVE 45* 63 60 ADDITIONAL COMMENTS: Technician time: 3: 30pm-6: 30pm Technician: Frank Tisdale, CET Report Distribution: HUNTINGDON,SOUTHWES3'ERN LABS (1) Gulf Bearing, inc. (1) City of Coppe[[ (1) Gromatzky, Dupree & Associates (1) City of Copper[ (1) Brockette, Davis, Drake (Z) Rogers O'Brien (1) Southwestern Labs (1) Southwestern Labs 1016 LW Our letters and repons ~re ~gr .t~e.gxclg~ve ~se of~he client 2o whom ~ey ~e a~dressad.~_ha_[~e~e..~p~cl~c_~c.e.p_t~in~s ful wffho~ Me approval of ~ne zestlng ~oorazor~ In9 use o! p~.,~e m~! re_c~[v~e~J_~ _w/~_e~__~_pp_j.¥~,_~3' ~ ,~u.~,~s apply only to the sample tested and/or inspecteo, ano ~e no~ inQica[ive OT]~e quart[roes ~ appa~=.uy ,u=.u~.m ~, =,,,,,,m ~,uu~, . Huntingdon Engineering and Sdence for a Safer Environment Huntingdon · Southwestern Laboratories 2575 Lone Star Dr. · P.O. Box 224227 Oal~as, 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.: 24830 DATE OF SERVICE: 5/17/95 AUTHORIZATION: Ongoing REPORT DATE: 6/14/95 SERVICES: Sample concrete at location of placement, perform required field tests, prepare and test concrete compressive strength specimens. CONTRACTOR: Rogers O'Brten 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: 5/17/95 TIME SAMPLED: 03: 15PM BY: Dwayne Palmer TEMPERATURE ('F) - AIR: 85 CONCRETE: 89 TRUCK NO: 572 TICKET NO: 7009797 AIR CONTENT(%): N/A LOCATION OF PLACEMENT: Piers C3, C2, F4, and 1/2 of E3. 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) {psi) 1 1 5.50 5/24/95 7 91180 3220 1 2 5.50 6/14/95 28 118220 4180 1 3 5.50 6/14/95 28 119310 4220 1 4 HOLD HOLD REMARKS , ADDITIONAL COMMENTS: Technician time recorded on report number 24835A. Technician: Dwayne Palmer CME Technician Report Distribution: ~ HUNTINGDON,SOUTHWE~ N LABS (1) Gulf Bearing, Inc. (1) City of Ceppe[[ (1) Groeatzky, Dupree & Associates (1) City of Coppe[[ (1) Brockette, Davis, Drake (2) Rogers O'BrJert ¢1) Southwestern Labs 10~)] )LwSouthwes tern Labs Our letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced except in fu, without the approval o.f th.e .test.i~.g I~.borat.ory. The us~ ~ ,our. ha.m, e m[~s.[ fe_c.ei.v_e.,.9~u3 _wr. ~_e_n.._a~_.[.ov,91_.~O~.', Ioerttse~'mSllara~lorroed~u~~ apply only to the sample Jested anD/or Inspec~ea. and are nol inoca[ive oltne quarmue= u~ mpp~l=rmy ~u~,,uum u, ~ ~ · Huntingdon Engineering and Science for a Safer Environment REPORT OF MOISTURE-DENSITY RELATIONS Huntingdon* Southwestern Laboratories 2575 Lone Star Dr. · P.O. Box 224227 Dallas, Texas 75222 Telephone: (214) 631-2700 CLIENT: Gulf Bearing, Inc. Attn: Ross Ramsey 501 Industrial Blvd. Grapevine, TX 76051 PROJECT: Gulf Bearing Coppell, Texas CMENTNO.: 3200037 REPORT NO.: 26129A DATE OFSER~CE: 6/10/95 AUTHORIZATION: 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: Subgrade material MATERIAL: See additional comments METHOD OFTEST: ASTM D698, Method A ASTM D4318, Proc. A PROJECT DATA DATE SAMPLED: 6/10/95 SAMPLED BY: Frank Tisdale, CET SAMPLE LOCATION: See additional comments Dry Dens. (pc~ REPORT OF TESTS 103 lOl 97 15 17 19 21 23 25 27 MAXIMUM DENSITY, PCF: 99.0 OPTIMUM MOISTURE (%): 20.0 LIQUID LIMIT: 50 PLASTIC LIMIT: 33 PLASTICITY INDEX: 17 MOISTURE CONTENT (%) Report Of Tests Continued On Page 2 1006 MDR full .wtlhqut me approval, o.f ~e .~es~l..ng ~.o~az.ory: lr~. use o! f~__Be_ m_Fs..~ fe_c.e.?_~°~.- L"'.tt-'%.9~.Y ~,-:..,.'~:~. -- =;~llar ~o~_~'t'; apply omy to the sample tes~eo ano;o~ mspec~eo, eno are no[ Io~cam~ o; u,~ qum,uu.~ u, ~q~..-.~,ul ,~,,~ ~ --,,,,- · Huntingdon Gulf Bearing, Ina~ CLIENT NO. 32000371 DATE OF SERVICE: 6/10/95 REPORT NO. PAGE 2 26129A REPORT OF TESTS ADDITIONAL COMMENTS: Soil description: Sample location: Brown clay with gravel lime treated Sampled from Royal Lane at the northeast corner, centerline of turn island. Technician: Max Rtchwtne Report Distribution: HUNTINGiX)N~SOUTHWESTE.H~.~~.~ (1) GuLf Bearing, Inc. (1) City of CoppeLt (1) Gromatzky, Dupree & Associates (1) City of Coppett (1) Brockette, Davis, Drake (2) Rogers O'Brlen F K£ng Cook, (1) Southwestern Labs ' IO~)MSD~uthweStern Labs Our letters and reports are for the .excl~. si. ye u. se of_the client .to whom they .are addressed at~t~l~__ _11~__ _n_0.t_.be~rs_l~.~ck~___ed__~c__e~t__ln full .withqut.the. approve, of..tt~e,tes~p.g a~oorat.ory: i1~, use m'. 9~..~.m.e m~§.~ apply omy ~o me sample tes~e(= an(l/m* mspecte~, arm are no~ momanve m me quamme~ m app~rermy a~nur.~ ~.. mr.~ Huntingdon Engineering and Sdence for a Safer Environment REPORT OF MOISTURE-DENSrr~ RELATIONS Huntingdon* Southwestern Laboratories 2575 Lone Star Dr. · P.O. Box 224227 Dales, 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.: 26095 DATE OF SERVICE: 6/09/95 AUTHORIZATION: Joe 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 OFTEST: ASTM D698, Method A ASTM D4318, Proc. A PROJECT DATA DATE SAMPLED: 6/09/95 SAMPLED BY: Frank Tisdale, CET SAMPLE LOCATION: See additional comments Dry Dens. (pc0 REPORT OF TESTS 110 106 102 98 94 16 18 20 22 24 26 28 MAXIMUM DENSITY, PCF: 103.0 OPTIMUM MOISTURE (%): 19.0 LIQUID LIMIT: 51 PLAS~C LIMIT: 34 PLASTICITY INDEX: 17 MOISTURE CONTENT (%) Report Of Tests Continued On Page 2 1006 MDR Our letters and reports are for the .excl.us. lve use ofthe client.to whom they .are ad. dressed ..e~d. shall not .be_repr.o..duced ex. cept In~ full .vvlthqut the approval o.f th.e .tesa..ng m. oorat.ory: in.e use ~ ,ouf,~.rp, e rn~s.[ fe_c.a.ve~g_ur_ _wr, _~_~__.apor~??._,.u~., [?E_S,~rmmmrode~ apply only to the sample teste¢l ar~o/or Illspecte(3, ano are nm inomaave olme quatr~tl[le~ U! ~l.~J~,~ul ~Hu~ ~- ~,,,,~- ~.v . Huntingdon Gulf Bearing, Inc. CLIENT NO. 3200037 DATE OFSERVICE: 6/09/95 REPORT NO. PAGE 2 2;6095 REPORT OF TESTS ADDI~ONAL COMMENTS: Soil description: Sample location: Dark grayish brown clay -'lime treated Sampled from the east half of the east paving area, 160 feet south and 65 feet east of the northeast corner of building. Technician: Max Richwine Report Distribution: HUNTINGDONaSC)UTHWES3;EBN LABS (1) Gutf Bearing, %r~. (1) City of COl=peLt (1) Gromatzky, Dupree & Associates (1) City of Coppett (1) Brockette, Davis, Drake (2) Rogers O'Brien (1) South.estern Labs 10~)MSD~uthwestern Labs Our letters and reports .are for the..excl.us, lve qse of_the client .to whom they .ere ad. dressed a,.n.(:l shall not_,be ~r~_pr,o_~du_c__ed__ex~c.e_p_t_ln~s fu without the approval of the test~,n.g ~aooratory. in.e use apply only to the sample tested and/St InspecteiJ, anti are not inolCatlve ol' the qualltltles OT apparently ~oenur.~ ~ ~lm.m I~ · Huntingdon Engineering and Science for a Safer Environment Hum...gdon * Southwestern Laboratories 2575 Lone Star Dr. · P.O. Box 224227 Da,as, Texas 75222 Telephone: (214) 631-2700 FAX: (214) 920-1891 REPORT OF SOIL-LIME MIXTURE PULVERIZATION CLIENT: Gulf Bearing, Inc. Attn: Ross Ramsey 501 Industrial Blvd. Grapevine, TX 76051 CMENT NO.: 3200037 REPORT NO.: 26130 PROJECT: Gulf Bearing DATE OF SERVICE: 6/10/95 Coppell, Texas AUTHORIZATION: ongoing REPORT DATE: 6/14/95 SERVICES: Sample lime treated subgrade soil from construction area and test for degree of pulverization. PROJECT DATA CONTRACTOR: Rogers O' Brien SPECIFICATION REQUIREMENTS: TEST LOCATION: Royal Lane at the NE approach MINIMUM PERCENT PASSING 1-3/4" S~EVE: 100.0% TEST METHOD: SDHPT Item 260 MINIMUM PERCENT PASSING ~/4 SIEVE: 60.0% REPORT OF TESTS TEST PASSING 1- 3/4" PASSING -~4 NO LOCATION SIEVE ¢%} SIEVE (%) Centerline of turn island on Royal Lane at northeast entrance. 100 Left turn lane on Royal Lane at northeast entrance, 120' south of centerline of turn island. 100 50* 3. Retest ~1 of this report. 100 66 4. Retest #2 of this report. 100 68 An asterisk (*) appears next to ~est results which do NOT meet the project specifications as noted above. Sample(s) were tested in the as sampled moisture condition. 49* ADDITIONAL COMMENTS: Technician time recorded on report number 26125. Technician: Frank T£sdale, CET Report Distribution: HUNTIN(~N LABS (1) GuLf Bearing, inc. (1) City of CoppeLL (1) Gromatzky, Oupree & Associates (1) City of CoppeLL (1) Brockette, Davis, Drake (2) Rogers O'Brien (1) Southwestern Labs ' 10~61 )LwSouthwestern Labs Our letters and reports are for ~e..excl.us. lve .use Of..the client .to whom they .are a.cldressed a.n_d shall n~_.be fu without the approval of the ~esa..ng mooratory; Inp use o! pu.r. na.m,e m~s3 recel_ve.~,o, ur _wt. ~_e_n__app~.o?:~,_u~_, apply only to the sample tested and/Or Inspectea, aha are not indicative OTTne quanaaes CT apparermy Huntingdon Engineering and Science for a Safer Environment' Huntingdon · $outhweatem laboratories ., 2575 Lone ~lar Dr. ® P.O. Box 22422T Dallas, Texas 75222 Telethon, (211) 631-2fl~ FA~ (214) 920-1891 *REPORT OF CASTING 'OF CONCRETE CYMNDERS & RELATED TESTING CUENT: Gulf Bearing, Inc. Attn: Ross Ramsey 501 Industrial Blvd. Grapevine, TX 76051 PROJECT: Gulf Bearing -. Coppell, Texas CUENTNO.: 3200037 REPORT NO.: 26132 DATE OFSER~CE: 6/12/95 AUTHORiZA~ON: Joe ~TOA~ 6/14/95 SER~CES: Casting of concrete cylinders and related testing: REPORT OF TESTS As previously scheduled, Huntingdon/Southwestern Laboratories representative arrived at the above referenced project for the casting of cylinders (w/related tests) on the scheduled 240 cu. yd concrete placement. Shortly after arrival, H/S~TL was informed of concrete placement cancellation due to poor Jobsite conditions resultant of previous rain. Technician time: 4:00am-6:OOam Technician: Gary Kamrath RePort Distribution: HUNTINGDON.SO~S.S~S (1) Gutf Bearing, Inc. (1) City of Copper[ (1) Gromatzky, Dupree & Associates (1) City of Coppett (1) 8rock·tie, Davis, Drake (2) Rogers O'Srien F. King Cook P.E. (1) Southwestern Labs ' l~19)LWSouth~estern Labs Our letters and reports .are f.or Re..excluslve use of_the client .to whom they .are ad. dressed a..n.d shall not .be _repr. ~o9~u. ced e~ept In~ f~' W~OUt the aprwovau of me ,estlDg ~.oorat.~7: ,ne use o! .our. na.m. · mgs..~ recelv~....our wt. =eh ,~..ro.v~....ou[. ,e~rmS~ rr~g~ apply only to the sample tested eno/or inspect·a, aha ere no~ ~caave OT me quammes OT apparenay ~aemmm or s~ p .