Gulf Bearing-LR 950522Hunting(ion
Engineering and Sdence for a Safer Environment
huntingdon. Southwestem Laboratories
2S7S Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
CLIENT:
PROJECT:
SERVICES:
REPORT OF
PLASTICITY INDEX OF SOILS
Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051 CUENTNO.: 3200037
REPORT NO.: 24834
Gulf Bearing DATE OF SERVICE: 5/17/95
Coppell, Texas AUTHORIZATION: Ongoing
REPORT DATE: 5/22/95
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: Imported material
SAMPLE PREPARATION: Method A (Wet)
TEST METHOD: ASTM D4318, Proc. A
PROJECT DATA
SAMPLE LOCATION: Bldg pad Grid CI,
SAMPLED BY: Frank Tisdale, CET
SOIL DESCRIPTION: Brown clayey sand
CLASSIFICATION: Not reported
REPORT OF TEST
3rd lift
LIQUID LIMIT: 26
PLASTIC LIMIT: 14
PLASTICITY INDEX: 12
REQUIREMENTS
Maximum 36
Range 6 - 16
Test results on this report
meet project specifications
as noted above.
34
LIQUID UMIT DETERMINATION
32
Water
Content, w 30
28
26
-~-.....:-~
::::::::::::i::::::: i::::::: ] ...... ~ ....... :i ::: ::::!::: :::i::: :::!::: :::~::? ::i::i:.~: '!"~'~'~' '~'~::~
20 30 40
Numbarofblows
Technician: Max Richwine
Report Distribution: (1) Gulf Bearing, In.
(1) Gr~tzky, D;ree & Associates
(1) Brockette, Davis, Drake
(2) Rogers OIBrien
(1) Southwestern La~
(1) Southwestern Labs
1006~G
(1) City of CoppeL[
(1) City of CoflpeL[
HUNTINGDON·SOUTF
/~~[NLABS
F. King Cook, P.E.
apply only to the sample teated Indlm' imm~cted and ere not :'~:--.;,-- ~ .u~,.t_recel_v.?..o~ w. nttefl apl~'oyal, ~ul;.- lettem and repottl
Huntingdon
Engineering and Science for a Safer Environment
Huntingdon · Southwestern Laboratories
2575 Lone Star Dr. a P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
CLIENT:
PROJECT:
SERVICES:
REPORT OF
PLASTICITY INDEX OF SOILS
Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051 CLIENT NO.: 3200037
Gulf Bearing REPORT NO.: 24832
Coppell, Texas DATE OF SERVICE: 5/17/95
AUTHORIZATION: Ongoing
REPORT DATE: 5/22/95
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
SOURCEOF MATERIAL: Imported material
SAMPLEPREPARATION: Method A (Wet)
TEST METHOD: ASTM D4318, Proc. A
PROJECT DATA
SAMPLE LOCATION: Bldg pad GrAd DHt
SAMPLED BY: Frank Tisdale, CRT
SOIL DESCRIPTION: Brown clayey sand
CLASSIFICATION: Not reported
REPORT OF TEST
1st lift
LIQUID LIMIT: 24
PLASTIC LIMIT: 13
PLASTICITY INDEX: 11
.REQUIREMENTS
Maximum 36
Range 6 - 15
Test results on this report
meet project specifications
as noted above.
Water
Content, w
LIQUID LIMIT DETERMINATION
32
30
28
26
24
2O
3O 40
Technician: Max Richwine
Number of blows
Report Distribution: (1) Gulf Bearing, Inc.
(1) Gr(xnatzk¥, Dupree & Associates
(1) Brockette, Davis, Drake
(2) Rogers O'Brie~
(1) Southwestern Labs
(1) Southwestern Labs
1006 RJG
(1) city of CoppeLL
(1) City of CoppeL[
HUNTINGDON eSOI
LABS
F. King Cook, P.E.
Ipply only to the Simple telted ~lnd~- ,~_l.t_o~f~. [,h~ U~ of oumanle mult reclivl out written ~..~ ~C~Y. e~O ~n
' Ye Of the qu~ltlel of ~--*,- :~- -. -, - - ~
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:
REPORT OF
PLASTICITY INDEX OF SOILS
Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051 CLIENT NO.: 3200037
REPORT NO.: 24831A
Gulf Bearing DATE OF SERVICE: 5/17/95
Coppell, Texas AUTHORIZATION: Ongoing
REPORT DATE: 5/22/95
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: Imported material
SAMPLE PREPARATION: Method A (Wet)
TEST METHOD: ASTM D4318, Proc. A
PROJECT DATA
SAMPLE LOCATION: Bldg pad Grid
SAMPLED BY: Frank Tisdale, C~.T
SOIL DESCRIPTION: Brown clayey sand
CLASSIFICATION: Not reported
2nd lift
REPORT OF TEST
_REQUIREMENTS
LIQUID LIMIT: 2 5 Maximum 36
PLASTIC LIMIT: 14
PLASTICITY INDEX: 11
Range E - 15
Test results on this report
meet project specifications
as noted above.
Water
Content, w
LIQUID LIMIT DETERMINATION
33
31
29
27
25
20 30 40
Technician: Max Richwine
Number of blow·
Report Distribution:
(1) Gulf Bearing, ]nc.
(1) Gromatzky, Dupree & Associates
(1) arockette, Davis, Drake
(2) Rogers 0'Brien
(1) Southwestern Labs
(1) Southwestern Labs
?006 RJG
(1) City of Coppe[[
(1) City of Coppe[[
HUNTINGDON ·SOUTHWI
F. 'ng Cook, P.E.
apl) y Drily to thl -----' ......... lng. ~Oe. ltorT/' I ne uae of ou~rmme mu~t receive out written =..rn.,d ,~._
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
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.: 24891
DATE OF SERVICE: 5/18/95
AUTHORIZATION: Ongoing
REPORT DATE: 5/22/95
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: Opt. and above
REPORT OF TESTS
FIELD OPTIMUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSITY DENSITY
NO LOCATION (%) {%) {Pcf) {Pcf)
1. Line "B", 27" S.D., Sra. 21+60
1st lift. 24.7 21.5 97.7 99.0
2. Line "A", 48" S.D., Sra. 1+65,
2nd lift. 24.7 21.5 96.2 99.0
3. Line "A", 48" S.D., Sra. 1+55,
3rd lift. 23.3 21.5 100.0 99.0
4. Line "A", 48" S.D., Sra. 1+35,
final lift. 24.9 21.5 95.2 99.0
DENSITY
(% max)
99
97
101
96
Report Of Tests Continued On Page 2
1007 JS
apply only to the sample te~tecl artd/o~' lll~pected, artd are not wtcllcatlVe of the qtJ~ltltlm o eppare~lt y pr .
Huntingdon
Gulf Bearing, Inc.
CUENT NO. 3200037
DATE OFSERVICE: 5/18/95
REPORT NO. 24891
PAGE 2
REPORT OF TESTS (continue~)
FIELD OPTIMUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSITY DENSITY DENSITY
NO LOCATION {%) (%) (Pcf) {Pcf) {% max)
5 Line "A" 48" S.D , STa. 0+00,
final lift. (Retest} 24.9 21.5 95.2 99.0 96
6. Line "B", 27" S.D., sra. 1+85,
3rd lift. 25.6 21.5 94.7 99.0 96
7. Line "B", 27" S.D., Sta. 1+95,
4th lift. 25.8 21.5 94.7 99.0 96
8. Line "B", 27" S.D., Sta. 2+05,
5th lift. 25.9 21.5 97.2 99.0 98
9. Line "B", 27" S.D., Sta. 2+30,
final lift. 24.2 21.5 99.8 99.0 101
10. Line "B", 36, S.D., sra. 1+40,
final lift. 25.3 21.5 98.2 99.0 99
11. Line "A" 48" S.D. Sra. 2+20,
1st lift. 28.3 21.5 90.7 99.0 92 *
12. Retest #11, this report. 26.5 21.5 93.6 99.0 95
13. Line "A", 48" S.D., Sra. 2+10,
2nd lift. 23.6 21.5 97.9 99.0 99
14. Line "A" 48" S.D. Sta. 2+00,
3rd lift. 24.6 21.5 95.5 99.0 96
15. Lat. B1, 24" S.D., Sta. 0+40,
1st lift. 25.4 21.5 94.8 99.0 96
16. Lat. Bi, 24" S.D., Sta. 0+60,
final lift. 23.4 21.5 99.0 99.0 100
17. Lat. Bi, 24" S.D., Sta. 0+60,
final lift. 25.6 21.5 96.4 99.0 97
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: HUNTINGDON~TF-~N LABS
(1) Gutf Bearing, Inc. (1) City of Coppe[[
(1) Gro~atzky, Dupree & Associates (1) City of CoppeLL
(1) Brockette, Davis, Drake
(2) Rogers O'Brien F. King Cook, P.E.
(1) Southwestern Labs
(1) Southwestern Labs
1007 J$
I~ply o~y to tM s~ple t~t~ ~1~ i~, ~ ~e ~ NlCltZVe Or ~ qu~tltl~ O~ ~p~en[~y m~t ~m ~ ~ ·
Huntingdon
Engineering and Science for a Safer Environment
Hm .... ~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.: 24896
DATE OF SERVICE: 5/18/95
AUTHORIZATION: Ongoing
REPORT DATE: 5/22/95
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: Imported material
SAMPLE PREPARATION: Method A (Wet)
TEST METNOD: ASTM D4318, Proc. A
PROJECT DATA
SAMPLE LOCATION: Building pad Grid AG, 3rd lift
SAMPLED BY: Frank Tisdale, CET
SOIL DESCRIPTION: Brown clayey sand
CLASSIFICATION: Not reported
REPORT OF TEST
REQUIREMENTS
LIQUID LIMIT: 24 M~ximum 36
PLASTIC LIMIT: 14
PLASTICITY INDEX: lO n,~g, S- 1S
Test results on this report
meet project specifications
as noted above.
Water
Content, w
LIQUID LIMIT DETERMINATION
Number of blows
Technician: Max Richwine
Report Distribution: (1) GuLf Bearing, Inc.
(1) Grmaatzky,.Dupree & Associates
(1) Brockette, Davis, Drake
(2) Rogers O'Brien
(1) Southwestern Labs
(1) City of Copper[
(1) City of Copper[
HUNTINGDON .SO~S
F. King Cook, P.E.
(1) Southwestern Labs
1006 RJG
Our letter~ ~nd report~ ate fo~ the e.xclueive u~e of the client to whom they ate acH. re.,~<l ~ ~ not I~. re,~'ed. __u~l ex .~pt in
full without the apl~ova4 of the te~tlng laborlt~ry. The uae of ourname mult rec~ve mi' written apm'eVll, uur let~r~ ino re~tl
apply ordy to the sample tested and/or inaOected, and ate not indicative of the quantiti~ of ~atatttly idertticaJ or ~imilat ~0du¢~.
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.: 24706
PROJECT: Gulf Bearing DATE OF SERVICE: 5/15/95
Coppell, Texas AUTHORIZATION: Ongoing
REPORT DATE: 5/22/95
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: Imported material
SAMPLEPREPARATION: Method A (Wet)
TEST METHOD: ASTM D4318, Proc. A
PROJECT DATA
SAMPLE LOCATION: Bldg pad Grid DI,
SAMPLED BY: Frank Tisdale, Cl~.T
SOIL DESCRIPTION: Brown clayey sand
CLASSIFICATION: Not reported
1st lift
REPORT OF TEST
REQUIREMENTS
LIQUID LIMIT: 2 5 Maximum 35
PLASTIC LIMIT: 13
PLASTICITY INDEX: 12 Rmoe S - ~6
Test results on this report
meet project specifications
as noted above.
33
LIQUID LIMIT DETERMINATION
31
Water
Content, w 2.9
27
25
5 10 20 30 40
Number of blows
Technician: Max Richwine
Report Distribution: HUNTINGDON~ LABS
(1) GuLf Bearing, [nc. (1) City of Coppe[[
(1) 6ro~atzky, Dupree & Associates (1) City of Copper[
(1) Brockette, Davis, Drake *
(2) Rogers O'8rien ~ ~ ~
(1) S~thwestern Labs
(1) S~thwestern Labs
1006 RJG
Ow letter~ and report~ ~re for the eFclu~ive u~e of the client to whom they ~e ad~re~mmd md, ~ n~t I~. re~tod, u. ced ex .c~pt in
full without the approval of the tilt ng !lbcrltory. The ull of o?. naF? muir rece4vff ~ written approyll. ?? lett~r~ ~ rlport~
Ipply only to the limp s til~ted ~KI/ot inlpec~ced, ~ I~'e IIOt Ifldl¢ltive Of the qUilt till Of Iflplrefltly identicll De ami I~ produetl,
HuntingdOn
Engineering and Science for a S~fer Environment
Hum,ngdon · Southwestern Laboratories
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texa~ 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
SERVICES: Perform in-place
of field compaction.
CONTRACTOR: Rogers O'Brien
TEST OF: Bldg. pad fill 23937
REPORT OF
IN-PLACE DENSITY
density
and moisture
CLIENT NO.: 3200037
REPORT NO.: 24873
DATE OF SERVICE: 5/18/95
AUTHORIZATION:
REPORT DATE: 5/22/95
content tests to determine the degree
PROJECT DATA
MATERIALS
Tannish brown clay sand
MOISTURE/DENSITY RELATIONS
OPTIMUM MAXIMUM
MOISTURE % DENSITY pcf
10.5 123.5
METHOD OF TEST:
DENSITY: ASTM D2922
MOISTURE: ASTM D3017
SPECIFICATION
DENSITY: 95% Dry Density
MOISTURE:-1% to +4% opt.
TEST
NO LOCATION
1. Grid EH, 2nd lift
2. Grid DH, 2nd lift
3. Grid BH, 2nd lift
4. Grid AH, 2nd lift
5. Grid Ak, 4th lift
6. Grid BK, 4th lift
7. Grid CK, 4th lift
(Retest)
(Retest)
(Retest)
(Retest)
REPORT OF TESTS
FIELD OPTIMUM FIELD MAXIMUM
MOISTURE MOISTURE DENSITY DENSITY DENSITY
(%) (%) (Pofl (hq (% max)
12.7 10.5 119.3 123.5 97
10.8 10.5 117.5 123.5 95
11.9 10.5 119.3 123.5 97
11.7 10.5 117.0 123.5 95
12.4 10.5 122.7 123.5 99
13.5 10.5 119.1 123.5 96
12.9 10.5 119.9 123.5 97
Report Of Tests Continued On Page 2
1007 JS
Our letters and reports ~re for the eFcluaive u~e of the client to whom they ~e ~r~ ~ ~1 ~ ~ re~ ~;t i~
full with~ t~ ipprov~ of t~ t~t~ I~orlt~y. T~ ~ of ~n~ m~t re~ve o~ w~en ~provm. u~ m~em ~ rep~
~ply ~y to t~ sample t~ ~lor im~, ~ ~e ~t i~icltive of t~ qu~tit~ of ~ ~ic~ ~ ~mil~ ~.
TEST
NO
8.
9.
10.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
26.
27.
28.
29.
Huntingdon
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SERVICE: 5/18/95
LOCATION
Grid DK, 4th lift
Grid EK, 4th lift
Grid FK, 4th lift
Grid FJ, 4th lift
Grid EJ, 4th lift
Grid DJ, 4th lift
Grid CJ, 4th lift
Grid BJ, 4th lift
Grid AJ, 4th lift
Grid CJ, 4th lift
Grid DJ, 4th lift
Grid FI, 3rd lift
Grid RI, 3rd lift
Grid DI, 3rd lift
Grid CI, 3rd lift
Grid BI, 3rd lift
Grid AI, 3rd lift
Grid RI, 3rd lift
Grid DI, 3rd lift
Grid FG, 3rd lift
Grid EG, 3rd lift
Grid DG, 3rd lift
(Retest)
(Retest)
(Retest)
(Retest)
REPORT NO.
PAGE 2
24873
REPORT OF TESTS (conti~)
FIELD OPTIMUM FIELD MAXIMUM
MOISTURE MOISTURE DENSITY DENSITY DENSITY
(%} {%) (PcfI {Pcf) (% max)
13.0 10.5 119.1 123.5 96
12.4 10.5 119.2 123.5 97
13.1 10.5 117.5 123.5 95
11.3 10.5 122.7 123.5 99
13.6 10.5 117.3 123.5 95
15.5 * 10.5 112.0 123.5 91 *
13.~ 10.5 114.2 123.5 92 *
12.7 10.5 118.2 123.5 96
11.0 10.5 119.4 123.5 97
12.9 10.5 117.4 123.5 95
13.8 10.5 117.5 123.5 95
13.0 10.5 119.0 123.5 96
1.5 * 10.5 115.8 123.5 94 *
12.0 10.5' 114.2 123.5 92 *
12.2 10.5 120.3 123.5 97
12.5 10.5 117.0 123.5 95
12.9 10.5 121.9 123.5 99
11.4 10.5 119.6 123.5 97
10.3 10.5 121.4 123.5 98
10.8 10.5 119.6 123.5 97
10.2 10.5 120.7 123.5 98
10.2 10.5 121.1 123.5 98
Report Of Tests Continued On Page 3
1007 JS
full without the approval of the te~tmg !~b~atoty. The L~e O~.~ m..u?t recewe. ?Jr w?~,.. ?_~.~..~._~,_~ .-..~m~l_-.-_.;~ru~t~
al)ply only to the sample te~ted indlo~ in~l)~ct~, ~ Ire llo! irtdlcltlVe or tile qullltltl~l o! i~lr~t~¥ K~U~;,, O' Itm la laf~a~ ·
Huntingdon
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SERVICE: 5/18/95
REPORT NO. 24873
PAGE 3
REPORT OF TESTS ¢Continued)
FIELD OPTIMUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSITY DENSITY DENSITY
NO LOCATION {%} {%) {Pcf) (Pof} {% max)
30. Grid FH, 3rd lift 11.2 10.5 123.2 123.5 100
31. Grid EH, 3rd lift 10.5 10.5 120.4 123.5 97
32. Grid DH, 3rd lift 12.2 10.5 115.1 123.5 93 *
33. Grid CH, 3rd lift 10.5 10.5 119.0 123.5 96
34. Grid BH, 3rd lift 11.9 10.5 118.0 123.5 96
35. Grid AH, 3rd lift 12.2 10.5 117.4 123.5 95
36. Grid AG, 3rd lift 13.8 10.5 117.9 123.5 95
37. Grid BG, 3rd lift 12.2 10.5 118.5 123.5 96
38. Grid CG, 3rd lift 13.5 10.5 116.8 123.5 95
39. Grid D4, 3rd lift 12.0 10.5 117.3 123.5 95
40. Grid DF, 5th lift (Retest) 13.5 10.5 117.9 123.5 95
An
do NOT
asterisk (*) appears next to test results which
meet the project specifications as noted on page 1.
Technician: Frank Tisdale, CET Started: 07:30AM Stopped: 03:30PM
Report Distribution:
HUNTINGDONITl.Iwp~r1=n. SO[ N LABS
(1) GuLf Bearing, Inc. (1) City of CoppeLL -'"7/,~
(1) Gromatzky, Dupree & Associates (1) City of CoppeL[
(1) Brockette, Oavis, Drake
(2) Rogers O'Brien
(1) Southwestern Labs F. King Cook, P.E.
, o%17)j~outhwest ern Labs
fOu~r I~tt. em and report~ are for the e?clueive uce of the client to whom they are ad~lre~md ~ aha# not be reproduced except in
wltFiO~lt the approYal of the teatlng laboratory. The ule of ournlme muir receive our wrltterl Iplxovll. Our kltterl ~ re~oortl
apply Drily to the sample tceted I~d/or irmpected. ~ are not indicative of the <tulntitice of aSzparezttly identical ~r limilar productl.
Huntingdon
Engineering and Science for a Safer Environment
.tgdon · 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.: 24895
DATE OF SERVICE: 5/18/95
AUTHORIZATION: Ongoing
REPORT DATE: 5/22/95
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: Imported material
SAMPLE PREPARATION: Method A (Wet)
TEST METHOD: ASTM D4318, Proc. A
PROJECT DATA
SAMPLE LOCATION: Building pad Grid FI,
SAMPLED BY: Frank Tisdale, CET
SOIL DESCRIPTION: Brown clayey sand
CLASSIFICATION: Not reported
3rd lift
REPORT OF TEST
REQUIREMENTS
LIQUID LIMIT: 23 Maximum 36
PLASTIC LIMIT: 14
PLASTICITY INDEX: 9 R~rm S - lS
Test results on this report
meet project specifications
aa noted above.
Water
Content. w
LIQUID LIMIT DETERMINATION
........................ ? ........: ........... :--. :---: ...... :--.--~--~ '.'--h4 -.~ ....
................... :::::i::::~ ::::!:::: :::: :::i:::i:::!::::::!::: '''?'~ -:--:-~ +?-.,.-,--i-i-i-i
..................... ~'-.~-' "."'i'~ · -~'.~4- ::: !
............................. !i!!ii~
..... r ........ ~ ........... ~ ....... ~ ...... r" -~-'{-~-h
30 ............ ........................................... i .... ::::i:::: :::: :::i:::!:::i::::::i::: -..'-:---,-
i:::: i::!::::i::i i:: i:: ::::::iiiii ::::! ::ii i ii iii i::::i:: ::::i::i::i:: ::ii::!::::i:: iii:: ::!ii:::::: ::i::ii:: ::::i::i ...~..~..:::[::i::-i--i.~-"i"i"~' '!'i"i'i'i:i:i:;:[:i'i"~+i' 'i'i"'i"i'i'i'~'
28 , ...... ~,,, ~,, , ~,~.
............ ~ ....................................... ~.....~ ........ ~ .......... : ........ ;..! ..... ~..~.~..i.~...Lki .u..;.L
26 'i'i"i'i'i '.'.?!
::::::::::::::::::::::::::::::::: ..:..: ........ ~ --!--. ,...~..~... .:.,....?.,
24 !::::: ;; ~ --!--. -.i.--~-. .i-1--:-i-!,::: :;
'~'??'~'i '!'FF[
5 10 20 30 40
Number of blows
Technician: ~ax Richwine
Report Distribution: HUNTINGDON~
(1) GuLf Bearing, Inc. (1) City of Copflet[
(1) Gro~atzky, Oupree & Associates (1) City of Copper[
(1) Brockette, Davis, Drake
(2) Rogers O'Brien ~'.
(1) Southwestern Labs
(1) Southt~estern Labs
1006 RJG
Our h~tterl Mid tepoil:. Me fro' the exdulive ule of the client to whom they I'e Icier. eeeed MyI I/roll not be re~[~oduced exoept in
furl without the apm'ovM of the te~ting labMetMy. The uae of ~ mu~t rec~v? .our wrttt~ N~prm/M..u? lett.e~, and
apply only to the sample ta~tad acmVM inlpected, and ere net indicative of the qulnt~iel of al~p~tly identical m' retailer productl.
2575 Lone Star Dr. ® P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
Enginee#ng and Science 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 CUENT NO.: 3200037
REPORT NO.: 24894
PROJECT: Gulf Bearing DATE OF SERVICE: 5/18/95
Coppell, Texas AUTHORIZATION: Ongoing
REPORT DATE: 5/22/95
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: Imported material
SAMPLE PREPARATION: Method A (Wet)
TEST METHOD: ASTM D4318, Proc. A
PROJECT DATA
SAMPLE LOCATION: Building pad Grid FH, 3rd lift
SAMPLED BY: Frank Tisdale, CET
SOIL DESCRIPTION: Brown clayey sand
CLASSIFICATION: Not reported
REPORT OF TEST
REQUIREMENTS
LIQUID LIMIT: 23 M,ximum 3S
PLASTIC LIMIT: 14
PLASTICITY INDEX: 9 R,ng. S- 15
Test results on this report
meet project specifications
as noted above.
31
LIQUID LIMIT DETERMINATION
29
Water
Content, w 27
25
23
....................... i .......... i ...... i .... ~..~.?i.~ .i..i.~...'~'
....................... ~ .......... ~ ...... ..' .... :'-4 .~......4.......v~+.~.?~4.
....................... ~ .......... ~ ...... :. .... .:.. ..:..~.4...i.?..%.i.H.r
........ :':~ ................................. :'::',
......................... ~ ........ i...- ...... i ...... i .... i.....~..-:..~'i'~'"'""i'""'~'?:i:F!:i
.............
............ ~ ......... ~ ........................... ! ......... i'"'i'" i--'i ...... i .... i" ,. ~. ~- -~--~.:---~.~-.;4.-i--:-"-~-~.,
............ :":"i' 4--i-'~-4 .:.4-..:..i...LL.:.':~
......
::::::::::::::::::::::::::::::::: ~
......................................... ' ...........
:::::::::::::::::::::::::::::::::::::::: :::::::
...... !':" i---.
..... .~-4- ..~..i
...... ~ .......... .--~.--. .-i-.!4- .~4..;.i.~.i.i.i-!
............. · -'-i--i.~'-~ ........
...... ~'"" :::::i:::: :::: ::::i:::: ::.i.., ~ ~ ....... ~-~ .H-!.!
5 10 20 30 4O
Number of blows
Technician: Max Richwine
Report Di st ribution: HUNTINGDON eS O UTH~T~..~_~'
(1) GuLf Bearing, [nc. (1) City of Coppe[[
(1) Gromatzky, Dupree & Associates (1) City of Coppett ~~.
(1) Brockette, Davis, Drake
(2) Rogers O'8rien
(1) Southwestern Labs F. King Cook, P.~.
(1) Southwestern Labs
1006 FUG
Our I~.ttera and repor~l Ire fo~ the e.xcluliv® uae of the client to whom they Ire ~. ailed M~d Ihall not be reproduced except in
full without the approval of the tiering !abMatorv. The uae of.~rnM~e muir tec4~v? .our wntten approval..Our, lett.er~, end relx~tl
apply only to the simple tell:ed I~cl/or intf~c~ed, MYI Me rl~t iMICItlVI of the quln~le~ of appIrenUy
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
PROJECT: Gulf Bearing
Coppell, Texas
CLIENT NO.: 3200037
REPORT NO.: 24893
DATE OF SERVICE: 5/18/95
AUTHORIZATION: Ongoing
REPORT DATE: 5/22/95
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: Imported material
SAMPLE PREPARATION: Method A (Wet)
TEST METHOD: ASTM D4318, Proc. A
PROJECT DATA
SAMPLE LOCATION: Building pad Grid FK, 4th lift
SAMPLED BY: Frank Tisdale, CET
SOIL DESCRIPTION: Brown clayey sand
CLASSiFICATiON: Not reported
REPORT OF TEST
REQUIREMENTS
LIQUID LIMIT: 23 M.ximum 3S
PLASTIC LIMIT:
PLASTICITY INDEX: 7 Range
Test results on this report
meet project specifications
as noted above.
31
29
Water
Content, w 27
25
23
LIQUID LIMIT DETERMINATION
:::::::::::::::::::::: :::!::::::::::::: ::::::: :!:::::!::!: :::::::::: :::: :i::::: :::i:i: :i :::i::i::
........................................................... .~..~ :..+,. +,..~.~.
"~"~ "-"!'*"'~';"'~"~'
.....,.~+ -?!.!.~
.---.~-.-.~ ~ &-..-.~--~ N-*-
........... ........... [P'"'"'-'~'"': ........ ~'" i-"h' ~ ~" .~-*-~-~-
........... h-- ....... ~'-'i-"~ ..... ~'""hh .~-~-H.
:::: ::::F i:::F: :?:: :::F:F: '? ':':'"*
5 10 20 30
Number of blows
Technician: Max Richwine
Report Distribution: HUNTINGDON eSOUTHWE~
(1) GuLf 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 RJG
Otx iettem and reports ere for the s.xclulivs tree of the client to whom they Ire ed~remmd a~d d/tail not I~.
full without the I~provll of the t~ltll~ IlborltoW. The ule of ournlme must rscl*ve our Wl, ltten l~provll, uur ~terl mm
apply o~ly to the sample tested and/or inspected, and Ire not indicative of the ClUantitie= of apl~Irently identical or similIr I~educt~.