The URL can be used to link to this page

Gulf Bearing-LR 950512Huntingdon Engineering and Science for a Safer Environment HUE .,gdon ·Southwestem 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 CLIENTNO.: 3200037 REPORT NO.: 24504 PROJECT: Gulf Bearing DATE OF SERVICE: 5/10/95 Coppell, Texas AUTHORIZATION: Ongoing REPORT DATE: 5/12/95 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 ?isdale, C~.T SOIL DESCRIPTION: Brown clayey sand CLASSIFICATION: Not reported REPORT OF TEST REQUIREMENTS LIQUID LIMIT: 22 M~ximum 36 PLASTIC LIMIT: 16 PLASTICITY INDEX: 6 Rare, S- ~S Test results on this report meet project specifications as noted above. 30 28 Water Content. w 26 24 22 LIQUID UMIT DETERMINATION 5 10 20 30 40 Sample location: Technician: Max Richwine Number of blows Sampled from the building pad at grid "BC", third lift. Report Distribution: HUNTINGDO~ (1) GuLf Bearing, Inc. (1) City of CoppeL[ (1) Gromatzky, Dupree & Associates (1) City of Coppe[[ (1) Brockette, Davis, Drake (2) Rogers 0'Brian F. Kil~g Cook, P.~--. (1) Southwestern Labs (1) Southwestern Labs 1006 MDR Our latterl and report~ m'e fo~ the e.xclulive ues of the client to whom they are ad.dreesed ~ erred not be reproduced except in full without the ipprov~ of the testlr~g laboratory. The ule of ou~nlme muat receive our wnttell approval, uur lettarl imt repottl ipply rally to the somlde tested and/or ir,~pected, and are not indicative of the quantities of apparel~tly identioll o~ limillt i~oductl. Huntingdon Engineering and Science for a Safer Environment HU, ....~gdon · 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 CLIENT NO.: 3200037 REPORT NO.: 24503 PROJECT: Gulf Bearing DATE OF SERVICE: 5/10/95 Coppell, Texas AUTHORIZATION: Ongoing REPORT DATE: 5/12/95 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, C~.T SOIL DESCRIPTION: Brown clayey sand CLASSIFICATION: Not reported REPORT OF TEST REQUIREMENTS LIQUID LIMIT: 23 Maximum 3S PLASTIC LIMIT: 14 PLASTICITY INDEX: 9 R,nee 6- 16 Test results on this report meet project specifications as noted above. 31 LIQUID UMIT DETERMINATION 29 Water Content, w 27 25 23 · -i--h -~'+:.":"."H-[' i'i'h ................................. ::::::: ::::::: :::i:: :::::;::::: ::::i:::: :::: :::i::: :::!:: ::i:: "..'"~' +':"."~'.'"'r' ..... , ......... i ....... i ...... i .... i-- ::::::: ::::::: :::::: :::::!::::::i::i: ~-.-'--..'-t~ ++-i-i. .............................. '", !'~'i'ti':'*"'~':,,, 'r.."F!' '"'"'"' i P-~**,- Pi-..:q-I ':'~'"'"" l-.~-.i. H.-.:-4 ........ i :,::i::[: ;.i..i.i. --i--i-~ .L.:-:..i,.i .:.:.:.~1 ; : . . ; :::il S 10 20 30 40 Sample location: Technician: Max Richwine Number of blows Sampled from the building pad at grid "CA", third lift. Report Distribution: HUNTINGDON -SCIUTHWESTE~j~I~ (1) GuLf Bearing, Inc. (1) City of CoppeLt (1) Gromatzky, Dupree & Associates (1) City of CoppeL[ (1) Brockette, Davis, Drake (2) Rogers O'Brien F. (1) Southwestern Labs (1) Southwestern Labs 1006 MDR Our le~tere and reporte ere for the exclu~ve uax of the diertt to whom they ~e addremmd arid. aha# not be re~oduee¢l except in full without the approvN of the taxting lebm'etoty. The uee of o?. n~ne muet recmve. ~ whiten a~opre.vW..u? lett.e~, end rel~Xt~ apply only to the simple tested I~d/of inlpected, and ~'e not indmltlve of the quint t e~ o! apparently ide~t cai ~ la~ II~ i~'eductl. Huntingdon Engineering and Science for a Safer Environment Hu ....~gdon ·Southwestem 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 PROJECT: Gulf Bearing Coppell, Texas CLIENT NO.: 3200037 REPORT NO.: 24502 DATE OF SERVICE: 5/10/95 AUTHORIZATION: Ongoing REPORT DATE: 5/12/95 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 SAMPLE PREPARATION: Wet method TEST METHOD: ASTM D4318, Proc. A fill 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: 23 Maximum 35 PLASTIC LIMIT: 15 PLASTICITY INDEX: 8 R~, 6 - is Test results on this report meet project specifications as noted above. 31 LIQUID LIMIT DETERMINATION 29 Water Content, w 27 25 23 ........................... ~.... ~....~ .......... .: ...... ! ~...}.. .:'.~.~...::: [ ................................. ill, ....... ~ ....... "'"' .... !..!.;.. ~ ....... ~ ............ i....~....i .......... ~ ...... ~ ?--~ .... '."'.=';" i'f'd' ............ ~ .......... ~ ....................... ~ ............ ~.... ~....~ .......... ~ ...... =... ::~::[:: .-.:--;-*. .!-*.~+ ::::i .~.~.4.F .:.:.? ............ i .......... ~ ................ i ....... ~ ........... [.--- ~--.-~ .......... i ...... i %-.,~ .... i--i-;-. ++%'~' '~i'i ............ i .......... i .......... :::: ......... ~ ........... !........i .......... i ...... } .... i:, ..~..i .... i..i.;. +~.i.}.~.=-.=-.~.[ ...................... : ....................... ~ ........... r-.-- r .................... ~ ........ ~"i .... ~"."'~' ,~ ........ i-i-i- ............ ~ .......... : ....................... ! ........... ~.... ,...: .......... = ...... : ........ .....r .... ~..~.;.. +~...i4. ~:.:...'.~ ............ ~ .......... i ................ ~ ....... ~ ........... i---- ~--.-~ .......... ~ ...... i ..... i'"+'! .... i"i'i' ....... :,,,~' '~'i'~'i ............ ;---- ;--..! .......... i ...... i ..... !--. i i ~i ':" ' '~' :'::::::::::::: :::::: :::: ::i:i:::: :ii i::!::: :::i::: :i:.t:i:i: ....... ~ ..... , '' .i.;:..Li. ?' l:::i::; i'i"f.."'f' ....................... ~ ................ ; ....... ; ........... ~' .......... i!ii '"i'- ::~:::''''~''~''' +,.'--~-:h ~.~.:-i 5 10 20 30 40 Sample location: Technician: Max Richwine Number of blows Sampled from the building pad at grid "BB", second lift. Report Distribution: HUNTINGDON*SOUTHWESTERN [,AGrS (1) GuLf Bearing, Inc. (1) City of CoppeJ[ (1) Gromatzky, Dupree & Associates (1) City of Coppetl (1) Brockette, Davis, Drake (2) Rogers O'Brien F. King Cook, P.E. (1) Southwestern Labs (1) Southwestern Labs 1006 MDR Our letters and rel)~ts ere for the exckJeive u~e of the client to whom they ere ec~. rem~d ~ shell not be re~'oducecl ex .c~t ill full without the a4~provd of the te~in~ !eboratory. The tJ~e of..o?n..~le must receive..o~ wrNtefl apeD.Vel, apply ordy to the sample te~ted end/or ir~oected, arid ere not irldlcatlYe of the quafltltlem of ~orerltly idefltlcl4 Huntingdon Engineering and Science for a Safer Environment Hu .lgdon · 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 CLIENT NO.: 3200037 REPORT NO.: 24501 PROJECT: Gulf Bearing DATE OF SERVICE: 5/10/95 Coppell, Texas AUTHORIZATION: Ongoing REPORT DATE: 5/12/95 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, C;.T SOIL DESCRIPTION: Brown clayey sand CLASSIFICATION: Not reported REPORT OF TEST REQUIREMENTS LIQUID LIMIT: 2 3 M.,~ 3a PLASTIC LIMIT: 15 PLASTICITY INDEX: 8 Rme. S- lS Test results on this report meet projectspecifications as noted above. 31 LIQUID LIMIT DETERMINATION 29 Water Content, w 27 25 5 10 20 30 40 Sample location: Technician: Max Richwine Numberofblows Sampled from the building pad at grid "DD", second lift. Report Distribution: HUNT IN G DON eSO~NJ=A BS (1) GuLf Bearing, Inc. (1) City of Col=peLt (1) Gro~atzky, Oupree & Associates (1) City of Coppe[[ , (1) Brockette, Davis, Drake (2) Rogers 0'Brian (1) Southwestern Labs (1) Southwestern Labs 1006 MDR Ou~ le~ters and rep~l ~e for ~p y ~y to t~ s~ple t~t~ ~/~ im~ct~, ~ le ~ i~Cltlve of t~ qu~tlt~ of ~p~tly ~ ~ ~ mm IJ ~.