Gulf Bearing-LR 950516Huntingdon
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
IN-PLACE DENSITY
CLIENT:
Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX. 76051
PROJECT: Gulf Bearing
Coppell, Texas
CLIENT NO.: 3200037
REPORT NO.: 24653
DATE OF SERVICE: 5/13/95
AUTHORIZATION: Ongo£ng
REPORT DATE: 5/:].6/95
SERVICES: Perform in-place density and moisture content tests to determine the degree
of field compaction.
CONTRACTOR: Rogers O'Brien
TEST OF: Utility Backfill
PROJECT DATA
MATERIALS
23525 Dark Brown Clay
MOISTURE/DENSITY RELATIONS
OPTIMUM MAXIMUM
MOISTURE % DENSITY pcf
21.5 99.0
METHOD OF TEST:
DENSITY: ASTM D2922
MOISTURE: ASTM D3017
SPECIFICATION
DENSITY: 95% Dry Density
MOISTURE:-1 to +4% opt.
REPORT OF TESTS
FIELD OPTIMUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSITY DENSITY DENSITY
NO LOCATION {%1 {%) {Pcf) {Pof) (% max)
1. Manhole, Sra. 0+00, 8" 5.5, E.
side, final lift. 24.7 21.5 98.3 99.0 99
2. Manhole, Sra. 0+00, 8" 5.5, W.
side, final lift. 25.5 21.5 94.5 99.0 95
Test results on this report meet project
specifications as noted above.
Technician: Frank Tisdale, CRT
Report Distribution:
HUNTINGDON .~T;P~4~ a eSOUTHWE BS
(1) GuLf Bearing, Inc. (1) City of Coppelt ~"~'/ ~
(1) Gromatzky, Dupree & Associates (1) City of CoppeLL
(1) Brockette, Davis, Drake
(:)) Rogers 0'Brian
(1) Southyestern Labs F. ~ ~:
lO~17) Southwestern Labs
Ou~ I?teri end rel)orta m,8 for the exclulive uae of the client to whom they ire iddrea~ ~ ~hall not be reproduced except ir1
full without the approval of the telling !dooratory. The ule of??..na~e must receiv? .our written appro?al..Our letters and reporl~
apply only to the sample te~ted and/or trtsl;mCted, end Ire rat iridlcatlve of the quantltle~ of applrorltly identical or similar product~.
Huntingdon
Engineering and Science for a Safer Environment
Huntingdon ·Southwestem Laboratories
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
REPORT OF
IN-PLACE DENSITY
CLIENT:
Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051 CUENTNO.: 3200037
REPORT NO.: 24652
PROJECT: Gulf Bearing DATE OF SERVICE: 5/13/95
Coppell, Texas AUTHORIZATION: Ongoing
REPORT DATE: 5/16/95
SERVICES: Perform in-place density and moisture content tests to determine the degree
of field compaction.
PROJECT DATA MOISTURE/DENSITY RELATIONS
CONTRACTOR: Rogers O' Brian OPTIMUM MAXIMUM
MATERIALS MOISTURE % DENSITY oaf
TEST OF: Blg. pad subg. 23525 Dark Brown Clay 21.5 99.0
...... 24438 Dark Grayish Brown Clay 23.5 96.0
METHOD OF TEST:
DENSITY: ASTM D2922
MOISTURE: ASTM D3017
SPECIFICATION
DENSITY: 95% Dry Density
MOISTURE: Opt.
and above
REPORT OF TESTS
FIELD OPTIMUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSITY DENSITY DENSITY
NO LOCATION (%} (%) (Pcf) (PM) (% max}
1. Grid BJ, subgrade (Retest) 26.2 21.5 95.6 99.0 97
2. Grid CJ, subgrade (Retest) 27.4 21.5 94.6 99.0 96
3. Grid AK, subgrade (Retest) 25.7 23.5 94.5 96.0 98
4. Grid AJ, subgrade 29.0 23.5 91.2 96.0 95
Test results on this report meet project
specifications as noted above.
Technician: Frank Tisdale, CET
Report Distribution: HUNTINGDO~/~fl. ABS
(1) Gulf Bearing, Inc. (1) City of Coppe[t
(1) Gromatzky, Oupree & Associates (1) City of CoppeLt
(1) Brockette, Davis, Drake
(2) Rogers O'Brien F. Kang Cook,
(1) Southwestern Labs
(1) Southwestern Labs
1007 JS
Ou~ letters and teportl are for the eFclusive u~e of the client to whom they ate Id~rel~ed agd shill not b~. re.~Dr~l. _.u~x:l e~x_?l?t in
full without the approval of the t~ltlng laboratory. The uae of ournatne rnu~t rec~ve o~r written approv,, vu~ Peuer~ ~ repott~
apply only to the simple te~ted and/er inspected, end ate r~t indicative of the quantitie, of ipl)atently identical er ~irnilar preduct~.
Huntingdon
Engineering and Science for a Safer Environment
Huf. ~don · 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
PROJECT: Gulf Bearing
Coppell, Texas
CLIENT NO.: 3200037
REPORT NO.: 24649
DATE OF SERVICE: 5/13/95
AUTHORIZATION: Ongoing
REPORT DATE: 5/16/95
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: 23 Maxmum 3S
PLASTIC LIMIT: 14
PLASTICITY INDEX: 9 Rmee S- is
Test results on this report
meet project specifications
as noted above.
Water
Content, w
LIQUID LIMIT DETERMINATION
29 ...!..? .~.,:.¢.L
................ =- ........... !-.~,.--! ...... i-...--~--ii--i-~ ......... ~.
...... ~ ......... ~ ............... ~ ................. '~"~' 'd"i'i'
...... ~ ......... : ........... L..~...; ...... .:.....~.4..-i--i4-..-:-~-..~.i.
.~. ,.'-..~ 4.
:::: ::::i :::i::: :::!::: :::[::ii
::::::::::::::::::::::::::::::::: ::::::::I:::::: ::::: ::::::::::::::::::::::::::::::::::::::: .i.-.:--i-i.
;:!:;;;X;:; ::;::;:;;: :::::::: ::;::;;: :;::;: ::;:: ;.-i.-.--~--!-
;;;;ZZZ;~:;:;;;;: ::Z;:; :;;.;,;: .... h-i.-.--~.--~.-
5 10 20 30 40
Sample location:
Technician: Max Richwine
Number of blows
Sampled from the building pad, grid "AA", fifth lift.
Report Distribution: HUNTINGDON~JLABS
(1) Gutf Bearing, inc. (1) City of CoppeLL
(1) Gromatzky, Dupree & Associates (1) City of Coppe[[
(1) Brockette, Davis, Drake
(2) Rogers O'Brien F. ~ ~
(1) Southwestern Labs
(1) Southwestern Labs
1006 MDR
full without the Ii~proval of the te~tmg lebo~'itot~. Th~ a of o~&,rtI11~ fflu~t receive = writer1 ~reva ........... ~ w
apply ~y to t~ s~pte t~ ~/~ i~, ~ ~e ~t i~icati~ of t~ qu~tit~ of ~ently ~i¢~ ~ ~il~ ~.
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
PLASTICITY INDEX OF SOILS
CLIENT: Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051 CLIENT NO.: 3200037
REPORT NO.: 24650
PROJECT: Gulf Bearing DATE OF SERVICE: 5/13/95
Coppell, Texas AUTHORIZATION: Ongoing
REPORT DATE: 5/16/95
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: 2 2 Maximum 36
PLASTIC LIMIT: 14
PLASTICITY INDEX: 8 R~g* 6- 16
Test results on this report
meet project specifications
as noted above.
3O
28
Water
Content, w 26
24
22
LIQUID LIMIT DETERMINATION
Sample location:
Technician: Max Richwine
Sampled form the building pad,
Numberofblows
grid "FE", fifth lift.
Report Distribution: ~
HUNTINGDON ,SOUTHWEST BS
(1) Gulf Bearing, Inc. (1) City of Copper[
(1) Gromatzky, Dupree & Associates (1) City of Coppe[[
(1) Brock,rte, Davis, Drake
(2) Rogers O'Brien F. ~ ~:~:
(1) Southwestern Labs
(1) $6uthwestern Labs
1006 MDR
Od lett~l and repo~$ ~e f~ t~ e~clu~ive uae o! tM client to whom t~y ~e Id~l. re~ed ~ ~Wl not ~ re.~?,_..u~l__ ~ff~ ~_
f~l wi~o; tM ip~ovW of tM t~tlrlg Ilbol'lt~y. TM u.e of oum~me m~t re.we o~ wr;tten N)provm. u~ m~;erl a,~ r$1~fm
apply only to tho sample faired I~dlor inlpect~, and ~e n~ i~icltive of tho qul~titia of ~p~ently ~erttic~ ~ limil~ ~.
Huntingdon
Engineering and Science for a Safer Environment
Huntingdon · Southwestern Laboratories
2575 Lone Star Dr. · P.O. Box 224227
Dallas. Texas 75222
Telephone: (214) 631-27OO
FAX: (214) 920-1891
REPORT OF
PLASTICITY INDEX OF SOILS
CLIENT:
Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051 CLIENT NO.: 3200037
REPORT NO.: 24648
PROJECT: Gulf Bearing DATE OF SERVICE: 5/13/95
Coppell, Texas AUTHORIZATION: Ongoing
REPORT DATE: 5/16/95
SERVICES:
Obtain sample of material used for construction, prepare samples and
perform Liquid Limit and Plastic Limit tests and establish the Plasticity
Index of the material.
CONTRACTOR: Rogers O'Brien
SOURCE OF MATERIAL: In-place select fill
SAMPLE PREPARATION: Wet method
TEST METHOD: ASTM D4318, Proc. A
PROJECT DATA
SAMPLE LOCATION: See additional comments
SAMPLED BY: Frank Tisdale, C~.T
SOIL DESCRIPTiON: Brown clayey sand
CLASSIFICATION: Not reported
REPORT OF TEST
REQUIREMENTS
LIQUID LIMIT: 23 Maximum 36
PLASTIC LIMIT: 14
PLASTICITY INDEX: 9 Rmgo 5- lS
Test results on this report
meet project specifications
as noted above.
31
LIQUID LIMIT DETERMINATION
29
Water
Content, w 27
25
23
'" """ ':T:'~
......................... ~ ......... ! ........... ! ...... ! ...... ~......~..~. k .:..!..~.~ .!.,[.~.i.
Z::: :::: ::::~ ::::i::::i :::: ::: ::::: Z: ;:: ::: Z :::!Z ~-~.-~.~-.~
................................ ~ .... ,.'--i -i-':-:~+ T:':'r
....;.4,. ;.i..~..L.:
....................... ! ..................... ~ .......... ~'"'~ ............... ! ...... ! ...... ~. .... i'.~'i'i'
............... !.?.~.~.
:::::::':::::': ....... ~ ..................... ! i i'"'~ ........... ~ ...... ~ ...... ~'"::i::i: ~: :; ~.i.~..~.i.,.i.i.i.i,
,-$--i ..... ;...~.~.,
~ i: 'i'~'"~'~'i ' ' 'Lr
:::::::::::::::::::::::::::::::: E::::::: ...... ~ ::!:::: :::i :::i::: !:::i::: :::i::: .-:+i-;.-i .-"-:-':-~
:::::::::::: :: ...... : ......... ~ ......... :-:: :::::~ ...... :.- ~ ~:-:: :-' ::i--"--i--i .... i..i.~- '{-~:i-i-i'H-i-i
............................................................................................... · :--.-'4- .:.-: .iTl '
~~ .,-.,. -?,:i:i:i:J
:::::::::::::::::::::::::::::::: :::::::: :::::: ::::: ::::: :::: ::::!'"' :::: :::i::: ~ +,....:.~.,.....?....,
5 10 20 30 40
Sample location:
Technician: Max Richwine
Number of blows
Sampled from the building pad, grid "CC", fifth lift.
Report Distribution: ~
HUNTINGDON ·SOUTH E BS
(1) Gulf Bearing, Inc. (1) City of Coppe[[
(1) Gromatzky, Dupree & Associates (1) City of Coppe[[
(1) Brockette; Davis, Drake
(2) Rogers O'BrJen ~. Cook, p.m..
(1) Southwestern Labs ' ·
(1) Southwestern Labs
1006 MDR
Our letters and reports Me for the oxclulive ule of the client to whom they ~e oddrei~KI and ~mll not be reproduced except in
full without the approval of the te~ting laborotory, The toe of out'nlm* mull receive our writte~ approval. Ou, letters trd report~
apply only to the sample te~tod end/or ifllpectod, end ~'e not indicative of the quantitice of apparently identical or limilor prodUCtl.
Huntingdon
Engineering and Science for a Safer Environment
Hun ... ,gdon · Southwestern Laboratories
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
REPORT OF
IN-PLACE DENSITY
CLIENT: Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051 CLIENT NO.: 3200037
REPORT NO.: 24598
PROJECT: Gulf Bearing DATE OF SERVICE: 5/12/95
Coppell, Texas AUTHORIZATION: Ongoing
REPORT DATE: 5/16/95
SERVICES: Perform in-place density and moisture content tests to determine the degree
of field compaction.
CONTRACTOR: Rogers O'Brien
TEST OF: Bldg. pad subg.24438
...... 23525
PROJECT DATA MOISTURE/DENSITY RELATIONS
OPTIMUM MAXIMUM
MATERIALS MOISTURE % DENSITY I~cf
Dark Grayish Brown Clay 23.5 96.0
Dark Brown Clay 21.5 99.0
METHOD OF TEST:
DENSITY: ASTM D2922
MOISTURE: ASTM D3017
SPECIFICATION
DENSITY: 95% Dry Density MOISTURE: Opt. or above
TEST
NO LOCATION
1. Grid FK, subgrade
2. Grid EK, subgrade
3. Grid DK, subgrade
4. Grid CK, subgrade
5. Grid BK, subgrade
6. Grid BJ, subgrade
7. Grid CJ, subgrade
REPORT OF TESTS
FIELD OPTIMUM FIELD MAXIMUM
MOISTURE MOISTURE DENSITY DENSITY DENSITY
(%) (%) (Pcf) (Pcf) (% max)
29.2 23.5 93.9 96.0 98
29.4 23.5 92.1 96.0 96
29.5 23.5 91.9 96.0 96
27.5 21.5 93.6 99.0 95
27.4 21.5 93.7 99.0 95
29.7 21.5 91.8 99.0 93
32.8 21.5 88.1 99.0 89
Report Of Tests Continued On Page 2
1007 J$
Ou~ letters and rsports are fo~ the e?clu~ve uae of the client to whom they lie ed.dr___-~'~__ ~ ~lall not be re, reduced except in
full without the a~oprovel of the tenting leb~x'ato~f. The u~e of o~nerne must receive our Whet'er1 approved, uur iettora and rep~
apply only to the sampls te~ted ~nd/or inspected, and ars not indicative of the quantities of apparently identical or similar Ixeduct$.
Huntingdon
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SERVICE: 5/12/95
REPORT NO. 24598
PAGE 2
TEST
NO
8.
9.
10.
11.
12.
14.
15.
REPORT OF TESTS (Continued)
FIELD OPTIMUM FIELD MAXIMUM
MOISTURE MOISTURE DENSITY DENSITY DENSITY
LOCATION (%} (%} (Pcf) . (Pc~ . (% max)
Grid DJ, subgrade 29.5 23.5 90.0 96.0 94 *
Grid EJ, subgrade 31.0 23.5 90.2 96.0 94 *
Grid AK, subgrade 32.3 23.5 87.5 96.0 91 *
Grid CL, subgrade 21.8 21.5 98.3 99.0 99
Grid FL, subgrade 23.8 21.5 97.4 99.0 98
Grid EJ, subgrade (Retest) 29.5 23.5 91.4 96.0 95
Grid DJ, subgrade (Retest) 28.7 23.5 92.0 96.0 96
An asterisk (*) appears next to test results which
do NOT meet the project specifications as noted on page 1.
Technician: Frank Tisdale, CET
Report Distribution:
(1) Gulf Searing, Inc.
(1) Gromatzky, Dupree & Associates
(1) arockette, Davis, Drake
(2) Rogers O'Srien
(1) Southwestern Labs
(1) City of CoppeL[
(1) City of CoppeL[
HUNTINGDON ,SOUTH~ BS
F. Kiffg ~ook, P.E.
' (1) Southwestern Labs
lOO7 JS
~y ~y to t~ simple t~t~ ~/~ i~, ~ Je ~t i~icltiwe of t~ qu~tit~ of Ipp~tly ~mti~ ~ ~mily ~.
Huntingdon
Engineering and Science for a Safer Environment
Hun, .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
PROJECT: Gulf Bearing
Coppell, Texas
CLIENT NO.: 3200037
REPORT NO.: 24562
DATE OF SERVICE: 5/11/95
AUTHORIZATION: Ongoing
REPORT DATE: 5/16/95
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: 20 Maximum 36
PLASTIC LIMIT: 15
PLASTICITY INDEX: 5 Range 5- 15
Test results on this report
meet project specifications
as noted above.
28
LIQUID LIMIT DETERMINATION
26
Water
Content. w 24
22
20
.:...'...L~.~
............ ~.....i ......... i ....... !...! ...... i .... i.. ::i::!: .~.;..~.:.
................... 77F:i:ii '" .... :::'
' 2 ".:"~' i'i'i'i' -:-.:--~-~-i
....................... ~ ........ ~' ................... -.--.~...-i....~ ..........
............ i .......... ~ .....................! ! ..... i-"-'~-'--i-'--.~ .......... .: ...... ~ .... ~--~-.~--~- q--i-~. :i.~4:i.i'i'i'i'i
............ ~ ............................... ~ "'"1 -.--.r----~ .............. i ...... ~ .... !.. ~...L.i.. ~-i--.:-% ':-:';',
............ ; .......... i .............. ~ .......... ~ ........ .' .......... i ...... i .... i.. ::iii
':":
:::::::::::::::::::::::::::::::: ~-F::::: ::::::t::::: :::::[:::: ::::i:::: '"~ '.':.:::r:' ........ !:: ~'":'"'
............ .................. .......................
5 10 20 30 4O
Sample location:
Technician: Max Richwine
Number of blows
Sampled from the building pad, grid "CF", second lift.
Report Distribution:
HUNTINGDON ,SOUTHWEST BS
(1) GuLf Bearing, Inc. (1) City of Coppe[[
(1) Gromatzky, Oup. ree& Assocfates (1) City of Coppe[[
(1) Brockette, Davis, Drake
(2) Rogers O'Brien F.
(1) Southwestern Labs
(1) Southwestern Labs
1005 MDR
Our letter~ and reports are for the exclUmve uae of the client to whom they are addr___,~__ ~ ah.al ~ot be reproduced except in
full without the approval of the testin{I laboratory. The u~e of ourname mu~ receive m~z written ~pprevel. Our lettom end rel~rta
apply only to the sample tested and/o~ inapected, and ate not indicative of the quantitie~ of apparently identical or aimilar product~.
Huntingdon
Engineerfng and Science for a Safer Environment
Hun', ~don .Southwestern Laboratories
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-27OO
FAX: (214) 920-1891
REPORT OF
PLASTICITY INDEX OF SOILS
CLIENT:
Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051 CUENT NO.: 3200037
REPORT NO.: 24561
PROJECT: Gulf Bearing DATE OF SERVICE: 5/11/95
Coppell, Texas AUTHORiZATiON: Ongoing
8EPOaT DATE: 5/16/95
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, CRT
SOIL DESCRIPTION: Brown clayey sand
CLASSIFICATION: Not reported
REPORT OF TEST
REQUIREMENTS
LIQUID LIMIT: 27 Maximum 35
PLASTIC LIMIT: 13
PLASTICITY INDEX: 14 Rmge S - rs
Test results on this report
meet project specifications
as noted above.
35
LIQUID LIMIT DETERMINATION
33
Water
Content, w 31
29
27
-i-:-i',
":"~":" 'd";"[' ':';':'r
:: .......... J.h:.-.i ................... : ........ .l......i ......... } .......... } ...... } .... !....~..4.1 .!..i4...i.~..~..h :::'
..... ~ ............ [ ...... ; .... ?" .~.;.44. ::: ~
..... ; ............ ~ ...... .: .... .:.. ~ ~ ~ :::
............ ~ .......... ~ ................................... ~ .......... i...J ....... [ ...... [ .... -"-- -4--~- !i!!i!ii .~.,.'...L~..:.:.:.~
............ i.:::::..-.i .................. :::": ....... :-.-; .......... i ........... i ...... i-. ~ .i.,.,-~-
...................... i ................................... '. ......... h...i ....... i ...... : .... :.....L.h
5 10 20 30 4O
Sample location:
Technician: Max Richwine
Sampled from the building pad,
Numberofblows
grid "BE", fourth lift.
Report Distribution: HUNTINGDON ~~BS
(1) GuLf Bearing, %nc. (1) City of Coppelt
(1) Gromatzky, Dupree & Associates (1) City of CoppeL[
(1) Brockette, Davis, Drake
(2) Rogers O'Brien F. King Cook,
(1) Southwestern Labs
(1) Southwestern Labs
1006 MDR O~ ~ttWl and raport~ we for the e~dL~JVe ~ of the client to whom they ~e ~rel~ed arid. Ilhall.llot I~. re~l. uced exc.el)t in
f~l witho~ the ~provN of the teetmg !abor~y. The uae of e~rne~le muet re~:~ .our written agflr~vl..u? m~.er~,la~a
&p~y o~y to the sample {.t~ end/or ill.DecrY, and we riot i~ldlcltlYe of the quent;tm~ of e~l:~wently identlc~ ~ ami ~
Huntingdon
Engineering and Science for a Safer Environment
Hur, 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.: 24563A
PROJECT: Gulf Bearing DATE OF SERVICE: 5/11/95
Coppell, Texas AUTHORIZATION: Ongoing
REPORT DATE: 5/3.6/95
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 36
PLASTIC LIMIT: 14
PLASTICITY INDEX: 9 R.nge S- lS
Test results on this report
meet project specifications
as noted above.
31
LIQUID LIMIT DETERMINATION
29
Weter
Content, w 27
25
23
...................... ~ ......................................... i .... *:--. -*i-*i-i .i : :::: .:..u.i
...................... ~ ................................
....................... ! ........... : ............... L..-.;-..- ..................... i .... i-.~ ...:-..i.i
:::::::::::::::::::::::::::::::: :::::::: :::::: ::::: !:::::i:::: ::::i:::: :::: :::i::: :::i:: !!i!!t ::i::i: ' -~--~-~-- '!'"""?'~' :i:i:i:i '?"'~'~
· i..i.~. .i.~..~.~..i.i.!.i
::::::::::::::::::::::::::::::::::::::::: :::::: ::::: ::::::i:::: I::::i!::: :!: :::i::: :::i::
........... r .......... i ................. : ................. !----E-.--! .......... ! ...... ! .... ~-- --~--~- -i-,.'--~-i. .;.L:..~
-;-..--..--~
~ ::[::i: :i::i:~:i-x'--;.'-~-:
:::::::iii:!!iiii:ii!i!ii:i::!!:ii::::::: ::--.:.~:::::!:::: ::: ::;j::::::p ::i::~..:..i. ~.~..?.'..~ :.,,,: :::,
....................... ~ ......... r ................................... ..- ....... :['--.: ...... ; .... '.-' :'r'.:"..." 'i'.."".."'Pl':':':"
.......... : ............ ~.: ...... .t. .......................... :---: :---*~ ....... -[---': ...... ; .... ~-- *--.:---i- :.'-4.-i-l.j-j-j-!
5 10 20 30 40
Sample location:
Technician: Max Richwine
Number of blows
Sampled from the building pad, grid "EE", third lift.
Report Distribution: HUNTINGDO~BS
(1) Gulf Bearing, inc. (1) City of Coppe[[
(1) Gromatzky, Dupree & Associates (1) City of Coppe[[ ..
(1) Srockette, Davis, Drake -
(2) Rogers O'Brien
(1) Southwestern Labs F. ~ ~
(1) Southwestern Labs
1006 MDR Our letters end repo~ts are fo~ the exclusive use of the client to whom they are .ddre~ed and shall not be reproduced except in
full without the approval of the tearing Ilbo,ltory. The ule of ourname muir receive olx written approval. Our Iottarl and repertl
apply only to the sample teated end/or ir~pected, lad Ire not indicative o! the quantities of I~parently identical or similar productl.
Huntingdon
Engineering and Science for a Safer Environment
Hun .... 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
PROJECT: Gulf Bearing
Coppell, Texas
CLIENT NO.: 3200037
REPORT NO.: 24560
DATE OF SERVICE: 5/11/95
AUTHORIZATION: Ongoing
REPORT DATE: 5/16/95
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 3S
PLASTIC LIMIT: 13
PLASTICITY INDEX: 11 Ranee S- ~ S
Test results on this report
meet project specifications
as noted above.
31
LIQUID LIMIT DETERMINATION
29
Water
Content, w 27
25
23
5 10 20 30 40
Sample location:
Technician: Max Richwine
Number of blows
Sampled from the building pad, grid "EB", fourth lift.
Report Distribution: HUNTINGDO~BS
(1) 6u[f Bearing, inc. (1) city of coppe[[
(1) Gromatzky, Dupree & Associates (1) City of Coppe[[
(1) Brockette, Davis, Drake
(2) Rogers O'Brien F. King Cook, P.E.
(1) Southwestern Labs
(1) Southwestern Labs
1OO5 MDR
Our ietterl arid report8 ire for the e.xclu~ive ule of the client to whom they are ad~lr___-~__ ~ ~cll net b? re. or .~.. ax?pt in
full without the apfxovd of the te~tlng IlbOrltory, The uae of ournlme mu~t recewe our written approval, uur ~er~ eno report.
apply only to the sample te~ted a~d/or inapected, ~xl are net indicative of the quantitie~ of apparently identical o~ similar ixoduct~.
Huntingdon
Engineering and Science for a Safer Environment
Hun. ;don.. 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 CUENTNO.: 3200037
REPORT NO.: 24559
PROJECT: Gulf Bearing DATE OF SERVICE: 5/11/95
Coppell, Texas AUTHORIZATION: Ongoing
REPORT DATE: 5/16/95
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
SAMPLEPREPARATION: 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 2 Maximum 36
PLASTIC LIMIT: 14
PLASTICITY INDEX: 8 R~g, S - 16
Test results on this report
meet project specifications
as noted above.
3O
LIQUID LIMIT DETERMINATION
28
Water
Content, w 26
24
22
................................. ~"i' -i--~'~-' : '="'
..... i..... '*"; ........... ; ...... ;*' ':': ?'r'
........................ : ........... : ...... : .... i"!' '~".:'Ti"i'i'i'~
..................... ~ ............... [ ............... ~ : : : -i.-!-~-- -i-i--i-~.
...................... i ........ 'i'. .......
:--~:-;-;:-'-:; ........ ~ ......... ' ....... ! ............................ ~ ........... -: ...... i .... i-- ..~...i. .!..!J..'~.~.i..i.i.i::: L
'.:';'F~'
'FF.:'i'
:::::::::::::::::::::::::::::::: ::::::: ::::::: :::::: ::::::::::: ::::i:::: :::; :::i::: :::i:: ::i:: ::i::i: -~-'.'--.~-~-~
, d' '~"~'~'!
........................
5 10 20 30 40
Sample location:
Technician: Max Richwine
Number of blows
Sampled from the building pad, grid "AD", fourth lift.
Report Distribution: HUNTINGDON e~N LABS
(1) GuLf Bearing, Inc. (1) City of Coppett
(1) 6romatzkyo .Dupree & Associates (1) City of ColweLL
(1) Brockette, Davis, Drake
(2) Rogers O'Brien F. King Cook, P.E.
(1) Southwestern Labs
(1) Southwestern Labs
100e MDR Our lettora m'td reporta ale for the exclusive uae of the client to whom they ate ed~. rel~ed a~d shall not be re.~roduced except in
fu i without the wpproval of the te~in(I aboratory. The ues of o~/. name muet remuve ~ written eplm'O.Val, .uur, lett.er~, and repott~
apply only to the Setup · tested and/or ;nl~ected, and ale not ~nd cat~ve of the qul~atm~ of apparently identical or ami or preductl,