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Gulf Bearing-LR 950518Huntingdon Engineering and Science for a Safer Environment Huntingdon · Southwestern Laboratories 2575 Lone Star Dr. · P.O. Box 224227 Dallas, Texae 75222 Telephone: {214) 631-2700 FAX: (214) 920-1891 REPORT OF PLASTICITY INDEX OF SOILS CLIENT: Gulf Bearing, Inc. Attn: Ross Ramsey 501 Industrial Blvd. Grapevine, TX 76051 PROJECT: Gulf Bearing Coppell, Texas CLIENT NO.: 3200037 REPORT NO.: 24705 DATE OF SERVICE: 5/15/95 AUTHORIZATION: Ongoing REPORT DATE: 5/18/95 SERVICES: Obtain sample of material used for construction, prepare samples and perform Liquid Limit and Plastic Limit tests and establish the Plasticity Index of the material. CONTRACTOR: Rogers O'Brien SOURCE OF MATERIAL: In-place select fill SAMPLE PREPARATION: Wet method TEST METHOD: ASTM D4318, Proc. A PROJECT DATA SAMPLE LOCATION: See additional comments SAMPLED BY: Frank Tisdale, CET SOIL DESCRIPTION: Brown clayey sand CLASSIFICATION: Not reported REPORT OF TEST REQUIREMENTS LIQUID LIMIT: 2 5 Mlximum 36 PLASTIC LIMIT: 14 PLASTICITY INDEX: :l. 1 R,ng. S - 1S Test results on this report meet project specifications as noted above. 33 LIQUID LIMIT DETERMINATION 31 Water Content, w 29 27 25 ...................... ~ ............................... ! ........ i ..........~ ...... ~ ....!-- ...~-.~- - -'.'--~'~-- 'i-'.'--~'-h ............ ~ .................... :: .................... ! ........ ? ......... ! ...... ~-- -:i-. "!"i' ' -i--i-!----:.:--i-!- -~- -~-i : ........ ::-i:: ........ ~ ............... t ............. i ........ f ~ .......... ~:" :::~ .... ~-..-i--i---i:-i-i:-.i-i--i-i .... i-I :::::::::: i : :::::: ::::::: :::::: '"~'":~::::i:::: ::: :::~::: :::i:: J:: ::~::i:: :i::i:~: :i:'.:::~:,: :i:[:i:[ :::.:.: ..... :::::::::::::::::::::::::::: .......... i-----i ........ i ..... ":~ ...... i .... !----i-.i---i--i-~---i:i-i-i--i-i-i-i :::-: ............... :-i ............... , ................. ! ........ i ......... :i.:i: i:i: '~"~'~ i~:I::ii 10 20 30 40 Sample location: Technician: Max Richwine Number of blows Sampled from the building pad, grid "BK", first lift Report Distribution: ~BS (1) GuLf Bearing, Inc. (1) City of CoppeLL (1) Gromatzky, Dupree & Associates (1) City of Coppe[L (1) Brockette, Davis, Drake (2) Rogers 0'Brien Y. ~'~ Coo]~r p.l~.. (1) Southwestern Labs (1) Southwestern Labs 1006 MDR O~ letters and reportl m'e fo~ thl exclusive ule of the client to whom they ~e ad, reamed ar~cl theft not b? re~oro~.uced exc?pt in full without the eoprovel of the te~ting !ebm'ltory. The uae of. or, mime muir rec~ve..our written Ippro.vm..uur lett.e~, am~ rep~ apply only to the simple teated i~/o, inlpectld, and ll'e not irldlCltlVe of thi qulntltlel of iOpi~entl¥ identlcad o,' Ilmllll' Ix'oductl. Huntingdon Engineering and Science for a Safer Environment CLIENT: Huntingdon · Southwestern Laboratories 2575 Lone Star Dr. · P.O. Box 224227 Dallas, Texas 75222 Telephone: (214) 631-2700 FAX: (214) 920-1891 PROJECT: SERVICES: Gulf Bearing, Inc. Attn: Ross Ramsey 501 Industrial Blvd. Grapevine, TX 76051 Gulf Bearing Coppell, Texas REPORT OF IN-PLACE DENSITY CLIENT NO.: 3200037 REPORT NO.: 24829 DATE OF SERVICE: 5/17/95 AUTHORIZATION: Ongoing REPORT DATE: 5/18/95 Perform in-place density and moisture content tests to determine the degree of field compaction. CONTRACTOR: Rogers O'Brien TEST OF: Utility backfill METHOD OF TEST: DENSITY: ASTM D2922 MOISTURE: ASTM D3017 PROJECT DATA MATERIALS 23525-Dark brown clay MOISTURE/DENSITY RELATION.~ OPTIMUM MAXIMUM .MOISTURE %~ ~ 21.5 99.0 TEST N~O LOCATION 1. Line "A", 48" S.D., Sta.l+10, 1st lift. 2. Line "A", 48" S.S., Sta. O+00, final lift. 3. Line "B", 36" S.D., Sra. 1+40, 2nd lift. 4. Line "B", 27" S.D., Sta.l+70, 1st lift. .SPECIFICATION DENSITY: 95% MIN. DENSITY MOISTURE: opt and above REPORT OF TESTS FIELD OPTIMUM FIELD MAXIMUM MOISTURE MOISTURE DENSITY DENSITY DENSITY (%) · (%) (Pcf) (Pcf) (% max, 25.0 21.5 96.1 99.0 97 28.2 21.5 92.1 99.0 93 * 24.1 21.5 97.9 99.0 99 25.7 21.5 96.7 99.0 98 An asterisk (*) appears next to test results which do NOT meet the project specifications as noted above. Technician: Frank Tisdale, CET Report Distribution: (1) Gulf Bearing, Inc. (1) Gromatzky, Dupree & Associates (1) Brockette, Davis, Drake (2) Rogers 0'Brian (1) Southwestern Labs (1) Southwestern Labs lOO7 LW (1) City of Copper[ (1) City of CoppeLL HUNTINGDON eSOI apply only to the sample te~ted and/or ir~nae,~y'--~ u~e 05 o.?neme mu~t recmve ~ wr,tten ~rov~4 ~ ~..--. ~_c~e~_ n. Huntingdon gnginee#ng and Science for a Safer Environment CLIENT: PROJECT: Gulf Bearing, Inc. Attn: Ross Ramsey 501 Industrial Blvd. Grapevine, TX 76051 REPORT OF IN-PLACE DENSITY Huntingdon. Southwestern Laboratorie: 257S Lone Star Dr. · P.O. Box 224227 D~/laa, Texas 75222 Telephone: (214) 631-2700 FAX: (214) 920-1891 METHOD OF TEST: DENSITy: ASTM D2922 MOISTURE: ASTM D3017 TEST 1. 2. 3. 4. 5. 6. 7. CLIENT NO.: 3200037 Gulf Bearing REPORT NO.: 24768 Coppell, Texas DATE OF SERVICE: AUTHORIZATION: 5/17/95 REPORT DATE: 5/18/95 SERVICES: Perform in-place density and moisture content tests to determine the degree of field comHaction' CONTRACTOR: Rogers O'Brien PROJECT DATA TEST OF: Building pad fill .... MATERIALS OPTIMUM 239 7-Tann[, 'i .... MAX,MuM o, Dwn. Clayey sand 10.5 123.5 DENSITY: 95% MIN. DENSITY] REPORT OF TESTs MOISTURE:-1 to +4% opt moist FIELD OPTIMUM FIELD MAXIMUM MOISTURE MOISTURE DENSITY DENSITY DENSITY 13.1 10.5 119.4 123.5 97 12.6 ~0.5 120.1 123.5 97 10.8 10.5 122.5 123.5 99 12.3 ~0.5 121.1 123.5 98 12.8 10.5 118.0 123.5 96 12.4 10.5 118.2 123.5 96 12.4 10.5 118.8 123.5 96 Grid FH, /st lift. Grid EH, 1st lift. Grid DH, 1st lift. Grid CH, 1st lift. Grid BH, /st lift. Grid AH, 1St lift. Grid AI, 1St lift. Report Of Tests Continued On Page 2 007 LW -TEST NO 8. 9. 10. 12. 13. 14. 15. i6. I7. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. Huntingdon Gulf Bearing, Inc. CLIENT NO. 3200037 DATE OF SERVICE: 5/17/95 LOCATION REPORT NO. PAGE 2 REPORT OF TESTS (conti~) FIELD OPTIMUM FIELD MAXIMUM MOISTURE MOISTURE DENSITY DENSITY (%) (%) (Pcf) (Pcf) Grid BI, 1st lift. 15.2 * 10.5 114.3 123.5 Grid CI, 1st lift. 12.9 10.5 119.7 123.5 Grid DI, 1st lift. 13.6 10.5 117.2 123.5 Grid EI, 1st lift. 12.0 10.5 121.2 123.5 Grid FI, 1st lift. 12.3 10.5 123.2 123.5 Grid FK, 2nd lift, (Retest) 12.7 10.5 119.2 123.5 Grid EK, 2nd lift, (Retest) 13.0 10.5 117.2 123.5 Grid CK, 2nd lift, (Retest) 13.5 10.5 117.0 123.5 Grid AK, 3rd lift. 13.0 10.5 118.7 123.5 Grid BK, 3rd lift. 12.4 10.5 120.3 123.5 Grid CK, 3rd lift. 12.7 10.5 120.3 123.5 Grid DK, 3rd lift. 12.3 10.5 119.1 123.5 Grid EK, 3rd lift. 12.3 10.5 119.8 123.5 Grid FK, 3rd lift. 13.4 10.5 118.1 123.5 Grid FJ, 3rd lift. 13.1 10.5 119.8 123.5 Grid EJ, 3rd lift. 12.2 10.5 120.9 123.5 Grid DJ, 3rd lift. 12.7 10.5 117.1 123.5 Grid CJ, 3rd lift. 12.0 10.5 119.2 123.5 Grid BJ, 3rd lift. 13.3 10.5 116.8 123.5 Grid AJ, 3rd lift. 13.1 10.5 118.4 123.5 Grid FG, 2nd lift. 13.0 10.5 117.8 123.5 Grid EG, 2nd llft. 13.5 10.$ 118.3 123.$ 24768 DENSITY {% max) 93 97 95 98 lO0 97 95 95 96 97 97 96 97 96 97 98 95 97 95 96 95 96 Report Of Tests Continued On Page 3 1007 LW Our lette~ ~nd re~ort~ ere fo~ the exclueive uae of the client to whom they ate ~l~e~ed ~ .hall n~ be r~'oduc~ eXCel~t in full without tho approvad of the te~ting laboratory. The uee of ourname mu~t recmve our written aid'oval. Our lettora and report~ apply only to the sample te~ted e~d/or inepected. ~ Me not indi¢ltive of the quentitie~ of appal'erttly identical of ~imilar product.. Huntingdon Gulf Bearing, Inc. REPORT NO. CLIENT NO. 3200037 PAGE 3 DATE OF SERVICE: 5/17/95 REPORT OF TESTS (Contin~.d) 24768 FIELD OPTIMUM FIELD MAXIMUM TEST MOISTURE MOISTURE DENSITY DENSITY DENSITY NO LOCATION {%) (%~ {Pcf) {Pcf) {% max) 30. Grod DG, 2nd lift. 11.1 10.5 116.7 123.5 94 * 31. Grid CG, 2nd lift. 12.1 10.5 116.8 123.5 95 32. Grid BG, 2nd lift. 12.3 10.5 117.7 123.5 95 33. Grid AG, 2nd lift. 12.0 10.5 121.9 123.5 99 34. Grid AM, 2nd lift. 13.1 10.5 116.1 123.5 94 * 35. Grid BH, 2nd lift. 11.7 10.5 115.6 123.5 94 * 36. Grid CH, 2nd lift. 11.7 10.5 118.2 123.5 96 37. Grid DH, 2nd lift. 15.8 * 10.5 107.7 123.5 87 * 38. Grid FI, 2nd lift. 12.3 10.5 120.5 123.5 98 39. Grid EI, 2nd lift. 12.2 10.5 116.7 123.5 94 * 40. Grid DI, 2nd lift. 11.4 10.5 116.7 123.5 94 * 41. Grid CI, 2nd lift. 12.2 10.5 119.1 123.5 96 42. Grid BJ, 2nd lift. 12.1 10.5 117.3 123.5 95 43. Grid AJ, 2nd lift. 11.9 10.5 119.6 123.5 97 44. Grid FH, 2nd lift. 11.2 10.5 119.5 123.5 97 45. Grid EH, 2nd lift. 14.9 * 10.5 112.3 123.5 91 * An asterisk (*) appears next to test results which do NOT meet the project specifications as noted on page 1. ADDITIONALCOMMENTS: Technician time: 7:00am-lO:3Oam 3:30pm-8:OOpm Technician: Frank Tisdale, CET Report Distribution: ~N LABS (1) Gulf Bearing, Inc. (1) City of CoppeLL (1) Gromatzky, Dupree & Associates (1) City of Coppel[ (1) Brockette, Davis, Drake (2) Rogers O'Brien F. K~ng Cook, (1) Southwestern Labs (1) Southwestern Labs 1007 LW Ow lettem and reports ~e fo, the exclu~ve uee ef the c~ent to whom they ~e eddre~ee~ ~ ~1 net ~ re~_..~__ tull without the approval of the te~t,ng !~boretocy. The use of.o?ne?e m.u~t ,cee,v? ~ w. r,tten aG .l~oy.al..uur. m,,.er~..a,Kz apply orlty to the simple te~ted ind/or tm~ected, ~ ore not IIldlCltlVe 01 tl~ quentlt=e~ o! I~l~'elltly lelelltlCll or ~lmllll' Huntingdon Engineering and Science for a Safer Environment Hur,,,ngdon · Southwestern Laboratories 2575 Lone Star Dr. · P.O. Box 224227 Dallas, Texas 75222 Telephone: (214) 631-2700 FAX: (214) 920-1891 REPORT OF PLASTICITY INDEX OF SOILS CLIENT: Gulf Bearing, Inc. Attn: Ross Ramsey 501 Industrial Blvd. Grapevine, TX 76051 CUENTNO.: 3200037 REPORT NO.: 24764 PROJECT: Gulf Bearing DATE OF SERVICE: 5/16/95 Coppell, Texas AUTHORIZATION: Ongoing REPORT DATE: 5/18/95 SERVICES: Obtain sample of material used for construction, prepare samples and perform Liquid Limit and Plastic Limit tests and establish the Plasticity Index of the material. CONTRACTOR: Rogers O'Brien SOURCE OF MATERIAL: In-place select fill SAMPLE PREPARATION: Wet method TEST METHOD: ASTM D4318, Proc. A PROJECT DATA SAMPLE LOCATION: See additional comments SAMPLED BY: Frank Tisdale, CET SOIL DESCRIPTION: Brown clayey sand CLASSIFICATION: Not reported REPORT OF TEST REQUIREMENTS LIQUID LIMIT: 24 Maximum 36 PLASTIC LIMIT: 14 PLASTICITY INDEX: 10 ~ s- is Test results on this report meetproject specifications as noted above. WBter Content. w LIQUID LIMIT DETERMINATION 32 30 28 26 24 ...................... ............................... 'i'!"hi' :-i-:-~ ::::::::::::::::::::::::::::::::: ..... ..... --.-i ........... i ...... i-. ::!:::::i::i:: ............ ; .................. ~ ......................... ; ......... ! ....... ~ ---.: ...... ! i--!4-- .i.~...~.~. i:i:i:i:i ......... :.~.....L.[ i--i-~-4.~.~.L ..~....4..~ ~..p~...~.q.4-[. ::::::::::::::::::::::: :::::::: :::::~:'::::::: ::: -~-~--H.~-~-~-~-~ ' : "~ ': ; ~ ~t~ ::;' ~J'~ ............ ~ .......... ~ ........ l ......................... i ........ :: ........... : ...... ............ ~ .......... ~ ......... ~ .................... ,.-..: ......... ~ ........... ~ ...... 5 10 20 30 Sample location: Technician: Max Richwine Sampled from the building pad, Number of blows grid "BG", first lift. Report Distribution: ~TEBN LABS (1) Gulf Bearing, Inc. (1) City of Coppe[L (1) Gro~atzky, Dupree & Associates (1) City of Coppe[[ (1) Brockette0 Davis, Drake (Z) Rogers O,Brien F. K~g Coo , ~ (1) S~thwestern La~ (1) Southwestern La~ 1006 MDR O~ le~erl ~ rep~ ~e f~ tM eFcl~ve ~ of t~ ~ to w~ t~y ~e ~r~ ~ ~1 ~t ~ rl~ exit i~ ~_ full with~ t~ ~prova of t~ t~t~ ~lt~. ~ ~ ~.~e m~t re~v~ ~ ~n~ ~roy~..u~ ~?~.~ rep~ apply o~y to t~ s~e t~ ~/~ I~ct~, ~ ~e ~t i~lC~lve of t~ q~ltl~ Ol ~tly ~tlCe ~ Ilmll~ ~, 2575 Lone Star Dr. · P.O. Box 224227 Dallas, Texas 75222 Telephone: (214} 631-27OO Engineering and Sdence for a Safer Environment FAX: (214) 920-1891 REPORT OF PLASTICITY INDEX OF SOILS CLIENT: Gulf Bearing, Inc. Attn: Ross Ramsey 501 Industrial Blvd. Grapevine, TX 76051 CL~ENTNO.: 3200037 REPORT NO.: 24763 PROJECT: Gulf Bearing DATE OF SERVICE: 5/16/95 Coppell, Texas AUTHORIZATION: Ongoing REPORT DATE: 5/18/95 SERVICES: Obtain sample of material used for construction, prepare samples and perform Liquid Limit and Plastic Limit tests and establish the Plasticity Index of the material. CONTRACTOR: Rogers O'Brien SOURCE OF MATERIAL: In-place select fill SAMPLE PREPARATION: Wet method TEST METHOD: ASTM D4318, Proc. A PROJECT DATA SAMPLE LOCATION: See additional comments SAMPLED BY: Frank Tisdale, SOIL DESCRIPTION: Brown clayey sand CLASSIFICATION: Not reported REPORT OF TEST REQUIREMENTS LIQUID LIMIT: 2 3 Maximum 36 PLASTIC LIMIT: 13 PLASTICITY INDEX: l0 R~r~e s - is Test results on this report meet project specifications as noted above. 31 29 Water Content, w 27 25 23 LIQUID LIMIT DETERMINATION ......................... ~ .......... ~ ............ ~ ....... h. i..~.. ~.4..i.. m..:.:,. ............. ; ........... ~ .......... : ............ : ...... :.. i..:.. ~...~..i.. ~.~..?v .!..:..~.... :~-'.~ :::il :i:[:!:[; :::::::::::::::::::::::::::::::::::::::: :::::::i :::i::i: ":"~';:' .i.~..~4.i.i.i.i4 .... ::::: ::::: ::::: ::?:::: :::' ::::!:::i % :?' '"'~'* -?~-~-i-~ :..~...i. ,-~--~.~ -i-..;4-[-i :::::i:::: :::: ::::h :::i::: :::i:: ...:., ..i.+, .....-...~.i..., · .4..~. .-~--!..i- .:.-.'...~.i..: · --'- -!-':--.~-~'~ :iiii!:! :::::::::::::::::::::::::::::::::::::::::::::::: .. .............................................. :::::: :::::~::::: ::::i:::: [:::: ::::~::: :::i-. ~ ~. ..i.4.~. .i.,'..,..~.~ .............................................. , '--~ ..... ~-- ::i::!:i: 5 10 20 30 40 Sample location: Technician: Max Richwine Number of blows Sampled from the building pad, grid "DL", second lift. Report Distribution: HUNTINGDONeSOUTHWESTERN LABS (1) GuLf Bearing, Inc. (1) City of COl=peLt (1) Groraatzky, Dupree & Associates (1) City of CoppeL[ (1) 8rock·rte, Davis, Drake (2) Ro;ers O'Srien ~. ~~.~ (1) Southwestern Labs (1) Southwestern Labs 1006 MDR Ou~ lettem end reports ate for the exclusive u~e of the client to whom they ate ~:1. r~a~KI ~ ~nell not b? re.~r~l. __u~d ex .~l~t in full without the approvcl of the testing laboratory. The uae of ~narne muat receive eu~ written el~l~o.val. ,uur. mtx,e~, ella ref)~tl apply only to the sample tested and/or inspected, and ate not indicative of the quantities of alH~atorttly Identl¢~1 or slmllor producto.