Gulf Bearing-LR 950523Huntingdon
Engineetfng and Science for a Safer Environment
Hum:ingdon · 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.: 24988A
PROJECT: Gulf Bearing DATE OF SERVICE: 5/20/95
Coppell, Texas AUTHORIZATION: ongoing
REPORT DATE: 5/23/95
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: Bldg pad Grid ~,
SAMPLED BY: Frank Tisdale, CET
SOIL DESCRIPTION: Brown clayey sand
CLASSIFICATION: Not reported
5th lift
REPORT OF TEST
REQUIREMENTS
LIQUID LIMIT: 23 Maximum 3S
PLASTIC LIMIT: 14
PLASTICITY INDEX: 9 R~n;. S- l S
Test results on this report
meet project specifications
as noted above.
Water
Content, w
LIQUID LIMIT DETERMINATION
30
28
26
24
22
10 20 30 40
Number of blows
Technician: Max Richwine
Report Distribution: (1) Gulf Bearing, [nc.
(1) Gromatzky, Dupree & Associates
(1) Brockette, Davis, Drake
(2) Rogers O'Brien
(1) Southwestern Labs
(1) City of CoppelL
(1) City of CoppeLt
HUNTINGDON.SOUTHWE~S
F. King Cook, P.E.
(1) Southwestern Labs
1006 RJG
O~x letters ~nd reports are for the e.xctuaive ule of the client to whom they are iddrel~KI ~ ~ha# not ~ re,~_(~l,_..u~_
apply only to the sample te~ted end/or inspected, and Ire not indicative of the quantitie~ of apparently identical or similor products.
Huntingaon
Engineering and Science for a Safer Environment
H( hgdon · 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.: 24987
PROJECT: Gulf Bearing DATE OF SERVICE: 5/20/95
Coppell, Texas AUTHORIZATION: ongoing
REPORT DATE: 5/23/95
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: B:].dg pad Grid CT,
SAMPLED BY: Fr&nk T£sdale, C~.T
SOIL DESCRIPTION: Brown clayey sand
CLASSIFICATION: Not reported
5th lift
REPORT OF TEST
REQUIREMENTS
LIQUID LIMIT: 23 Maximum 35
PLASTIC LIMIT: 14
PLASTICITY INDEX: 9 R.nga 5 - lS
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
Number of blows
Technician: Max Richwine
Report Distribution: HUNTINGDO~S
(1) Gutf Bearing, Inc. (1) City of Coppel.[
(1) Gromatzky, Dupree & Associates (1) City of Coppett
(1) Brockette, Davis, Drake
(2) Rogers O'Brien ~. ~, ~--'~.
(1) Southwestern Labs
(1) Southwestern Labs
1006 ~G
O~ la.em a~ repo~s ~e for t~ excl~ve ~ of t~ cl~ to wh~ ~y ~e ~r~ ~ ~1 not ~ r~u~ ex.pt in
full witho~ t~ ~provM of t~ t~i~ I~orat~. T~ ~ of ~n~e m~ re~ve ~ wn~ ~pro~d. ~ ~ ~ rep~
apply only to t~ .~ple t~t~ ~/~ i~ct~, ~ Me ~t i~icltive of t~ q~titi~ of ~tly I~tlCd ~ ~mil~ N~;,
HuntingdOn
Engineering and Science for a Safer Environment
Hun~ingdon · 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.: 24986
DATE OF SERVICE: 5/20/95
AUTHORIZATION: ongoing
REPORT DATE: 5/23/95
SERVICES: Perform in-place density and moisture content tests to determine the degree
of field compaction.
CONTRACTOR: Rogers O' Brien
TEST OF: Utility backfill
METHOD OF TEST:
DENSITY: ASTM D2922
MOISTURE: ASTM D3017
PROJECT DATA
MATERIALS
MOISTURE/DENSITY RELATIONS
OPTIMUM
MOISTURE %
23525 Dark brown clay 21.5
24438 Dark grayish brown clay 23.5
24164 Brown silty clay 18.0
SPECIFICATION
DENSITY: 95% Dry Density
MAXIMUM
DENSITY pof
99.0
96.0
106.5
MOISTURE: Opt. and above
TEST
NO
1.
2.
3.
4.
LOCATION
Line "A" 48" S.D , Sta. 4+75,
final lift.
Line "A", 36" 8.D., Sra. 5+00,
2nd lift.
Line "A", 36" S.D., Sra. 5+20,
1st lift.
Line "A", 36" S.D., sra. 6+40,
1st lift.
REPORT OF TESTS
FIELD OPTIMUM FIELD MAXIMUM
MOISTURE MOISTURE DENSITY DENSITY DENSITY
(%) (%) (Pcf) (Pct~ (% max)
28.0 23.5 92.0 96.0 96
29.0 23.5 92.4 96.0 96
24.7 21.5 94.8 99.0 96
23.9 21.5 93.7 99.0 95
Report Of Tests Continued On Page 2
1007 J$
Ou~ letters and reports are for the exclusive ule of the client to whom they are ~. res~ed ~. ~'mll not b? re,~ro~l.u_c_~ except in
full without the approval of the telling !ibor~tow, The ule of o?. name must recewe..out written ep .proy.~.
apply only to the simp · te~ted and/or irlepected, ~ are not ifldlcltlVe of the quIl'lt tl~ of ~plrently K]entlCll or iMmlll~'
Huntingdon
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SERVICE: 5/20/95
REPORT NO.
PAGE 2
24986
TEST
NO
REPORT OF TESTS
LOCATION
Line "A", 36" S.D., Sta.
2nd lift.
Line "A", 36" S.D., sra.
final lift.
6+20,
5+90,
FIELD OPTIMUM FIELD
MOISTURE MOISTURE DENSITY
{%) {%) {Pcf)
21.7 18.0 103.8
MAXIMUM
DENSITY DENSITY
{Pcf} {% max)
106.5 97
22.7 21.5 96.6 99.0 98
Test results on this report meet project
specifications as noted on page 1.
Technician: Frank Tisdale, CET
Report Distribution: (1) GuLf Bearing, Inc.
(1) Gromatzky, Dupree & Associates
(1) Brockette, Davis, 0rake
(2) Rogers O'Brien
(1) Southwestern Labs
(1) City of Coppe[L
(1) City of Coppe[[
HUNTINGDON,~~'~
F. King Cook, P.E.
(1) Southwestern Labs
1007 JS
Our etterl and reportl Ire fo~' the exclusive ule of the client to whom they Ire Iddrll~ed ind aktall ne~ be reproduced except in
full without the approval of the te~ting laboratory. The use of outname must receive our written approval. Our letterl and report~
apply o~ly to the sample te~ted and/or irmpected, and Ire not indicative of the quantit~s of appIrerttly identical or similIr productl.
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.: 24985
DATE OF SERVICE: 5/20/95
AUTHORIZATION: ongoing
REPORT DATE: 5/23/95
SERVICES: Perform in-place density and moisture content tests to determine the degree
of field compaction.
CONTRACTOR: Rogers O'Brien
TEST OF: Building Pad Fill
PROJECT DATA
MATERIALS
23937-Tannish bwn. clayey 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% MIN.
DENSITY
MOISTURE:--1 to +4% opt moist
TEST
NO LOCATION
1. Grid FI, 5th lift.
2. Grid EI, 5th lift.
3. Grid DI, 5th lift.
4. Grid CI, 5th lift.
5. Grid BI, 5th lift.
6. Grid AI, 5th lift.
7. Grid DI, 5th lift,
(Retest)
REPORT OF TESTS
FIELD OPTIMUM FIELD MAXIMUM
MOISTURE MOISTURE DENSITY DENSITY DENSITY
{%} {%) {Pcf) {Pcf} {% max}
9.9 10.5 119.4 123.5 97
9.5 10.5 118.5 123.5 96
9.8 10.5 115.1 123.5 93 *
9.5 10.5 117.4 123.5 95
10.3 10.5 117.6 123.5 95
10.5 10.5 117.8 123.5 95
9.5 10.5 118.9 123.5 96
Report Of Tests Continued On Page 2
I~7LW
full witho~ the approval of the testing laboratory. The ule of o4Jl'nlme mr~t receive our wnzzen i~provm. ~ur m~zm~ renu repm~B
apply only to the sample te~ted a~dlof ir~pectod, end era not indicative of the quantitie~ of ~erently identical of similof product,,.
Huntingdon
Gulf Bearing, Inc. REPORT NO.
CLIENT NO. 3200037 PAGE 2
DATE OF SERVICE: 5/20/95
REPORT OF TESTS (Continued)
24985
FIELD OPTIMUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSITY DENSITY DENSITY
NO LOCATION {%} {%) {Pcf) {Pcf) {% max}
8. Grid AH, 5th lift. 10.9 10.5 123.5 123.5 100
9. Grid BH, 5th lift. 11.1 10.5 121.5 123.5 98
10. Grid CH, 5th lift. 12.2 10.5 118.9 123.5 96
11. Grid DH, 5th lift. 10.5 10.5 118.1 123.5 96
12. Grid EH, 5th lift. 10.2 10.5 118.5 123.5 96
13. Grid FH, 5th lift. 11.8 10.5 118.8 123.5 96
14. Grid FG, 5th lift. 12.8 10.5 118.9 123.5 96
15. Grid EG, 5th lift. 13.9 10.5 117.2 123.5 95
16. Grid DG, 5th lift. 12.3 10.5 118.5 123.5 96
17. Grid CG, 5th lift. 12.1 10.5 119.4 123.5 97
18. Grid BG, 5th lift. 11.9 10.5 119.9 123.5 97
19. Grid AG, 5th lift. 10.9 10.5 121.0 123.5 98
An asterisk (*) appears next to test results which
do NOT meet the project specifications as noted on page 1.
Technician: Frank Tisdale, CRT Started: 07:00AM Stopped: 03:00PM
Report Distribution: HUNTINGDON.S~~S
(1) GuLf Bearing, Xnc. (1) City of corpeLL
(1) Gromatzky, Dupree & Associates (1) City of
(1) Brockette, Davis, Drake
(2) Rogers 0~Bri~ Y. K~ng Cook,
(1) S~thuestern La~
(1) S~th~estern Labs
1 o07 LW
f~l wit~ t~ .pprovM of t~
~ply O~y to t~ S~e t~t~ ~1~ I~, ~ ~e ~t I~lCltlve ot t~ q~t~ 01 ip~enuy ~[ica ~ ~m w p .
Huntingdon
Engineering and Science for a Safer Environment
Huntinudon · 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.: 24983
PROJECT: Gulf Bearing DATE OF SERVICE: 5/19/95
Coppell, Texas AUTHORIZATION: Ongoing
REPORT DATE: 5/23/95
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: Bldg pad Grid ;..K, 5th lift
SAMPLED BY: Frank Tisdale, CET
SOIL DESCRIPTION: Brown clayey sand
CLASSIFICATION: Not reported
REPORT OF TEST
REQUIREMENTS
LIQUID LIMIT: 23 Maximum
PLASTIC LIMIT: 13
PLASTICITY INDEX: 10 , R~nee S-
Test results on this report
meet project specifications
as noted above.
31
LIQUID LIMIT DETERMINATION
29
Water
Content, w 27
25
23
....................... r ........ ~ .......... ~ ...... .: .... :." ..~..~. :!::!:
....................... r ..... i
..... , .... ::::i:::: ::: :::i::: :::i:: ::i:: -.i--~ ....
.................................................. !T':":::: ~
............................... I-----~ ........ : .......... : ...... : .... :.- --~-4-
+,'.-i-[.
~,' .......... !'"'-i ........ i .......... i ...... i .... i" -'i--i- ~+-:-'.'- -'.'-'.'--.'+
............ ~ .......... ~ ........ ?"~ ~" !'""~ ........ ~ .......... i ...... .~ .... !" "? +':'*"~ ........
::-..-:--.--; .......... i ........ I ......... :.:: :----~~::-i: ........... t--!--i: :.i..i-; .i.,.x,.i. ':.:i:i:i
....................... ! ........ ~ .................. ~ ............. : .......... : ...... : .... :" ":"r' q-'~'~
....................... ~ ........ r ....................... ~ ........ ~ .......... ~ ...... ~ .... !"!"..'"r'
5 10 20 30 40
Number of blows
Technician: Johnny Andrews
Report Distribution: HUNTINGDON ·~EBN~LABS
(1) Gulf Bearing, Inc. (1) City of Coppe[[
(1) Gromatzky, Dupree & Associates (1) City of Copper[
(1) Brockette, Oavis, Orak, ~ ~
(2) Rogers O'Brien
(1) 'South.estern Labs
(1) Southwestern Labs
1005 FUG
Our lettera and repo~ta ere fo~ the eFclu~ive uae of the client to whom they ere ec~re~ed ~ shall not b~. re. pro~.uced ex .c~l~t in
full without the al~lxov'a of the tm ng !aboretory The uae of o?. nome mu~t reeew? put wntten a~me?al..u? lettish, an= re?o~ta
~oply only to the ~mple te~ted alldlot irmlmcted, mid ate riot irldlc:~tlVe of the quant t~e~ of ~oflererltly identical ~ aim#er pro~ucta.
Huntingdon
Engineering and Science for a Safer Environment
Huntinud°n · Southwestern Laboratories
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texa~ 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 CUENT NO.: 3200037
REPORT NO.: 24982
PROJECT: Gulf Bearing DATE OF SERVICE: 5/19/95
Coppell, Texas AUTHORIZATION: Ongoing
REPORT DATE: 5/23/95
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: Imnported material
SAMPLEPREPARATION: Method A (Wet)
TEST METHOD: ASTM D4318, Proc. A
PROJECT DATA
SAMPLE LOCATION: Bldg pad Grid DI,
SAMPLED BY: Frank Tisdale, CET
SOIL DESCRI~TION: Brown clayey sand
CLASSIFICATION: Not reported
4th lift
REPORT OF TEST
REQUIREMENTS
LIQUID LIMIT: 24 M~imum ~
PLASTIC LIMIT: 13
PLASTICITY INDEX: 11 R~ 6 - 16
Test results on this report
meet project specifications
as noted above.
32
LIQUID LIMIT DETERMINATION
30
Water
Content, w 28
26
24
Number of blows
Technician: Johnny Andrews
Report Distribution: (1) Gulf Bearing, [nc.
(1) Gromatzky, Dupree'& Associates
(1) Brockette, Davis, Drake
(2) Rogers O'Brien
(1) Southwestern Labs
(1) City of CoppeL[
(1) City of CoppeL[
HUNTINGDON~BS
F. King Cook, P.E.
(1) Southwestern Labs
lOO6 RJG
Our letters .nd repo~l ~'. for the e.xclusive
f~l w:~o~ t~ Ip~ov/of t~ t~l~ I~oratMy. T~ ~ ~ ~ m~ r~mve ~ wnn~ ~ovm. u~ ~ ~ re~
~p~y ~y to t~ s~ t~ ~/~
Huntingdon
Engineering and Science for a Safer Environment
Huntin=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.: 24981
DATE OF SERVICE: 5/19/95
AUTHORIZATION: Ongoing
REPORT DATE: 5/23/95
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: Bldg pad Grid BH,
SAMPLED BY: Frank Tisdale, C~.T
SOIL DESCRIPTION: Brown clayey sand
CLASSIFICATION: Not reported
4th lift
REPORT OF TEST
REQUIREMENTS
LIQUID LIMIT: 2 3 Maximum 35
PLASTIC LIMIT: 13
PLASTICITY INDEX: 10 Rme. S- tS
Test results on this report
meet project specifications
as noted above.
32
30
Water
Content, w 28
26
24
LIQUID LIMIT DETERMINATION
Number of blows
Technician: Johnny Andrews
Report Distribution: HUNTINGDON,SOUTHWESTJRNA~3~IS
(1) GuLf Bearing, X~. (1) City of CoppetL
(1) Gromatzky, Dupree & Associates (1) City of CoppeL[
(1) Brockette, Davis, Drake
(2) Rogers O'Brien F. King Cook, P.E.
(1) Southuestern Labs
(1) South.estern Labs
100e RJS Our lettem ~n4 repro/1 l~e fo~ the e~xd~ve Ull of the d~nt tO whom they Ire cd,resold m~d.~lh,I not ~
f~l without the .pprov~ of the testing !lb~ory. The Ule of.o~nlme m. _u~t. rees,v, .o~ w. rmen
apply ordy to the lamp~ tested lndlof Inl~eCted. end a~e not indlCltWe or the qulntltml ol a~pl~enu¥ ~n[l~m ur a m .
Huntingdon
Engineering and Science for a Safer Environment
Huntir,~on · Southwestem Laboratories
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-27OO
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.: 24919
DATE OF SERVICE: 5/19/95
AUTHORIZATION:
REPORT DATE: 5/23/95
SERVICES: Perform in-place density and moisture content tests to determine the degree
of field compaction.
CONTRACTOR: Rogers O'Brien
TEST OF: Utility Backfill
Utility Backfill
PROJECT DATA
MATERIALS
23525-Dark brown clay
24438-Dark grayish brown clay
MOISTURE/DENSITY RELATIONS
OPTIMUM MAXIMUM
MOISTURE % DI~NSITY pcf
21.5 99.0
23.5 96.0
METHOD OF TEST:
DENSITY: ASTM D2922
MOISTURE: ASTM D3017
SPECIFICATION
DENSITY: 95% MIN. DENSITY
MOISTURE: opt and above
TEST
NO
1.
2.-
3.
4.
5.
LOCATION
Line "A", 48" S.D., Sta.2+40,
final lift.
Line "A", 48" S.D., sra.2+70,
2nd lift.
Line "A", 48" S.D,, Sta.2+90,
1st lift.
Retest $3 this report.
Line "A", 48" S.D., Sra.3+95,
1st lift.
REPORT OF TESTS
FIELD OPTIMUM FIELD MAXIMUM
MOISTURE MOISTURE DENSITY DENSITY DENSITY
{%) (%) IPcf) {Pcf) {% max)
24.9 21.5 96.7 99.0 98
25.4 21.5 98.3 99.0 99
25.5 21.5 92.3 99.0 93
25.1 21.5 94.3 99.0 95
28.3 23.5 92.6 96.0 96
Report Of Tests Continued On Page 2
1007 LW
Our ettem and reports a~e for the e.xciuliv, u~l of the client to whom they ~r. lcl~lre~led !gd.,~__d~_l not ~ re,~r. _o~l.~uc~cl__ex_.~c~.t_in_._
full without the approval of the ~e~ng !lbo~atory. The ule of.e?, name muir re~e~ve..our w. titan I;)~'_.O?~ll_._..?__ur. ,.~m~ ~
Ipply OFlly to the Safflple te~ted and/or irl~pected. ~ ore not indicative of the qulrttltlel or I~orefl~y mn[ICl or sim or pr .
Huntingdon
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SERVICE: 5/19/95
REPORT NO.
PAGE 2
24919
REPORT OF TESTS
FIELD OPTIMUM . FIELD
TEST MOISTURE MOISTURE DENSITY
NO LOCATION (%) {%) {Pef}
6. Line "A" 48" S.D., Sra.3+75,
2nd lift. 25.2 21.5 95.5
7. Line "A", 48" S.D., Sta.3+40,
3rd lift. 24.1 21.5 96.2
8. Line "A", 48" S.D., Sta.3+20,
final lift. 26.0 21.5 96.9
An asterisk (*) appears next to test results which
do NOT meet the project specifications as noted on page 1.
MAXIMUM
DENSITY
(Pcf)
99.0
99.0
99.0
DENSrl%'
max)
96
97
98
ADDITIONAL COMMENTS:
Technician time recorded on report number 24918.
Technician: Frank Tisdale, CRT
Report Distribution: HUNTINGDO~S
(1) GuLf Bearing, inc. . (1) City of CoppetL
(1) Gromatzky, Dupree & Associates (1) City of CoppeLL
(1) Brockette, Davis, Drake
(2) Rogers o'erien F. King Cook, P.E.
(1) Southwestern Labs
(I) Southwestern Labs
1007 LW
Our letters ~ reportl Ire fro' the exclulive u~e of the client to whom they ire Ic~l. relmld ~ ~ not I~. re~'ed.u, ced
full without the ipprovat of the te~ting .lab~'eteW. The ull of.o?, name mull recelv? .our w. fittest al~.. ~??1.
apply only to the sample te~ted indlo~ mlpected, I~d ire not indicative of the qul~tltlel ol II~p~entl¥ KI~t~ICll ~'
Huntingdon
Enginee~fng and Sdence for a Safer Environment
Hunting.on · Southwestern Laboratories
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-27OO
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.: 24918
DATE OF SERVICE: 5/19/95
AUTHORIZATION:
REPORT DATE: 5/23/95
SERVICES: Perform in-place density and moisture content tests to determine the degree
of field compaction.
CONTRACTOR: Rogers O'Brien
TEST OF: Building pad fill
PROJECT DATA
MATERIALS
MOISTURE/DENSITY RELATIONS
23937-Tannish bwn. clayey sand 10.5
OPTIMUM MAXIMUM
MOISTURE % DENSITY pcf
123.5
METHOD OF TEST:
DENSITY: ASTM D2922
MOISTURE: ASTM D3017
SPECIFICATION
DENSITY: 95% MIN. DENSITY
MOISTURE:-1% to +4% opt moist
REPORT OF TESTS
FIELD OPTIMUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSITY DENSITY
NO LOCATION {%) {%) (Pcf} (Pcf)
1. Grid FK, 5th lift. 12.3 10.5 117.2 123.5
2. Grid EK, 5th lift. 11.1 10.5 120.9 123.5
3. Grid DK, 5th lift. 12.1 10.5 117.5 123.5
4. Grid CK, 5th lift. 10.7 10.5 119.5 123.5
5. Grid BK, 5th lift. 10.8 10.5 119.3 123.5
6. Grid AK, 5th lift. 10.3 10.5 123.1 123.5
7. Grid AJ, 5th lift. 12.7 10.5 118.1 123.5
DENSITY
{% max)
95
98
95
97
97
100
96
Report Of Tests Continued On Page 2
1007 tW
Our ettem and reports are fo~ the excluaive u~e of the c~ient to whom they ~e m~l. reseed ~ .hall r~t I~. relxe~.uced exc?pt in
full without the approval of ~ telting Ilborltol~. The uleef eul'nlme m~mt receive o~r written ipprovll, uu~' let~erl ~ repel~l
lei:dy only to the sample te~ted Indlm' inlpected, and I~e net indicative of the qulntit~ of I~patently identical m' limilar productl.
TEST
NO
8.
9.
lO.
11.
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: 5/19/95
LOCATION
Grid BJ, 5th lift.
Grid CJ, 5th lift.
Grid DJ, 5th lift.
Grid EJ, 5th lift.
Grid FJ, 5th lift.
Grid FI, 4th lift.
Grid EI, 4th lift.
Grid DI, 4th lift.
Grid CI, 4th lift.
Grid BI, 4th lift.
Grid AI, 4th lift.
Grid BJ, 5th lift (Retest)
Grid AG, 4th lift.
Grid BG, 4th lift.
Grid CG, 4th lift.
Grid DG, 4th lift.
Grid EG, 4th lift.
Grid FG, 4th lift.
Grid AH, 4th lift.
Grid BH, 4th lift.
Grid CH, 4th lift.
Grid DK, 4th lift.
REPORT NO.
PAGE 2
24918
REPORT OF TESTS (Co.tinued)
~' MOISTURE MOISTURE DENSITY DENSITY DENSITY
(%) {%) {Pcf) (Pcf) (% max)
11.3 10.5 115.8 123.5 94 *
11.1 10.5 118.9 123.5 96
11.8 10.5 120.0 123.5 97
11.8 10.5 120.5 123.5 98
10.8 10.5 120.9 123.5 98
12.6 10.5 120.3 123.5 97
11.5 10.5 122.9 123.5 100
10.6 10.5 122.6 123.5 99
11.4 10.5 121.2 123.5 98
10.6 10.5 123.3 123.5 100
10.1 10.5 122.5 123.5 99
11.0 10.5 119.4 123.5 97
11.9 10.5 121.3 123.5 98
12.7 10.5 118.6 123.5 96
1321 10.5 117.5 123.5 95
12.3 10.5 117.9 123.5 95
13.8 10.5 119.3 123.5 97
14.2 10.5 116.7 123.5 94 *
10.9 10.5 119.3 123.5 97
12.5 10.5 119.9 123.5 97
14.0 10.5 117.3 123.5 95
11.3 10.5 122.2 123.5 99
Report Of Tests Continued On Page 3
1007 LW
Ou~ letters taxi reportl are for the exclulive u~e of t~ ~ to w~ t~y ~e ~ ~ ~1 ~t ~ r~ ex.pt ~
f~l witho~ t~ Ipprovl of t~ t~t ~ ~lt~ T~ ~ of ~ m~ re~v~ ~ wrl~m ~r~vJ. ~ mtt~ ~ rep~
~p y ~y to t~ 8K~e t~tK ~1~ iWKN, ~ ye Mt i~l¢ltlVe of t~ quarto ~ ~p~emly ~;cd ~ mint J ~ucm.
Huntingdon
Gulf Bearing, Inc. REPORT NO.
CLIENT NO. 3200037 PAGE 3
DATE OF SERVICE: S/19/95
24918
REPORT OF TESTS (Continued)
FIELD OPTIMUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSITY DENSITY DENSITY
NO LOCATION (%) (%) (Pcf) (Pcf} (% mex)
30. Grid EH, 4th lift. 12.2 10.5 117.5 123.5 95
31. Grid FH, 4th lift. 10.5 10.5 120.8 123.5 98
An asterisk (*) appears next to test results which
do NOT meet the project specifications as noted on page 1.
ADDITIONALCOMMENTS:
Technician time= 7:00am-9:00am & 2:00pm-7:00~m
Technician: Frank Tisdale, CET
Report Distribution:
HUNTINGDON .I BS
(1) Gutf gearing, Inc. (1) City of Copper[
(1) Gromatzky, Dupree & Associates (1) City of Coppett
(1) Brockette, Davis, Drake
(2) Rogers O'llrien
(1) Southwestern Labs F. ~
(1) Southuestern Labs
1007 LW
Our letterl and reports Ire for the excluliYe ule of the client to whom they m'e lddr___ee~__ and Ihell not be reproduced except in
fu~l without the approval of the te~tin~ laboratory. The u~e of mJrrmme must receive our written approval. Our lettor~ and
II~ply only to the simple telted ired/or inlgected, Irtd Ire not indicative of the quantitiel of eppirently identical or limilir