Gulf Bearing-LR 951011TECHNOLOGIES IN¢
.,iaxim Tech.· Southwestern Labs
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.: 31585
DATE OF SERVICE: 10/03/95
AUTHORIZATION: ongoing
REPORT DATE: 10/11/95
SERVICES: Perform in-place density and moisture content tests to determine the degree
of field compaction.
CONTRACTOR: Rogers O'Brien
TEST OF: Select Fill
PROJECT DATA
MATER IALS
29953-Tannish red clayey sand
w/ some gravel
MOISTURE/DENSITY RELATIONS
OPTIMUM MAXIMUM
MOISTURE % DENSITY pcf
9.5 126.0
METHOD OF TEST:
DENSITY: ASTM D2922
MOISTURE: ASTM D3017
SPECIFICATION
DENSITY: 95% DRY DENSITY
MOISTURE: -1 to +4% opt moist
TEST
NO
1.
2.
3.
REPORT OF TESTS
LOCATION
Backfill inside wall panels
@ Grid H/7.5 , 6th li~t
Backfill inside wall panels
@ Grid H/9.5, 5th lift
FIELD OPTIMUM FIELD MAXIMUM
MOISTURE MOISTURE DENSITY DENSITY
(%) (%) (Pc0 (PcO
9.8 9.5 122.4 126.0
10.8 9.5 119.8 126.0
126.0
Backfill inside wall panels
@ Grid H/12.5, 3rd lift 10.0 9.5 119.7
Test results on this report meet project
specifications as noted above.
DENSITY
(% mu)
97
95
95
Technician: Jay Canafax, GET Started: 02'30PM Stopped' 03:30PM
Report Distribution: MAXIM TECH..SOUTHW~
(1) Gulf Bearing, [nc.
(1) Gromatzky, Dupree & Associates
(1) Brockette, Davis, Drake
(2) Rogers O'Brien F. King ~ok, P.E.
(1) City of Coppell
(1) City of Coppe!.[
1007 LW
Our etters and reports are for the exclusive use of the cent to whom they are addressed and shall not be reproduced except in
full without the approval of the testing aPoratory The use of ourname must receve our wrtten approval. Our letters and reports
apply only to the sample tested and/or inspected, and are not ndicative of the quantities of apparently identical or similar products.
LABS
TECHNOLOGIES INC
,~laxim Tech.. Southwestern Labs
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.: 31500
DATE OF SERVICE: 10/02/95
AUTHORIZATION: ongoing
REPORT DATE: 10/11/95
SERVICES: Perform in-place density and moisture content tests to determine the degree
of field compaction.
CONTRACTOR: Rogers O'Brien
TEST OF: Limetreated subgrade
Limetreated subgrade
PROJECT DATA
MATERIALS
MOISTURE/DENSITY RELATIONS
OPTIMUM MAXIMUM
MOISTURE % DENSITY pcf
26121-Dark brown clay w/tan * 24.5
26129A-Bwn clay w/gravel L.T. 20.0
93.0
99.0
METHOD OF TEST:
DENSITY: ASTM D2922
MOISTURE: ASTM D3017
SPECIFICATION
DENSITY: 95% DRY DENSITY
MOISTURE: -1 to +4% opt moist
TEST
NO
1.
2.
3.
4.
LOCATION
45' South of 1 Line, 24' E.
of H Line, subgrade
25' East of H Line at 2.8
Line, subgrade
27' East of H Line at 6.0 Line
subgrade
33' East of H Line at 9.6 Line
subgrade
REPORT OF TESTS
FIELD OPTIMUM FIELD MAXIMUM
MOISTURE MOISTURE DENSITY DENSITY DENSITY
(%) (%) (Pcf~ (Pcf) (% max)
21.8 * 24.5 87.2 93.0 94
27.9 24.5 88.8 93.0 95
24.5 24.5 88.4 93.0 95
24.3 24.5 88.6 93.0 95
Report Of Tests Continued On Page 2
1007 LW
Our letters and reports are for the exclusive use of the client to whom they are aqldressed And shall not ,be ~reproduced except in
full without the approval of the testng laboratory. The use of purname must rece~ve.,our wr. itten app.,roy,..,uu? lette,rs.,and rep~o_rt.s
apply only to the sample tested and/or inspecte;:l, and are not ~ndicative of the quantities OT apparenzy oen[ ca~ or s~m~ar prouucts,
Gulf Bearing, Inc. REPORT NO.
CLIENT NO. 3200037 PAGE 2
DATE OF SERVICE: 10/02/95
31500
REPORT OF TESTS (Continued])
FIELD OPTIMUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSITY DENSITY
NO LOCATION (%) (%) (Pc0 (Pct)
5. 30' North of 12 Line at F.5
Line, subgrade 23.0 20.0 95.0 99.0
An asterisk (*)
do NOT meet the project specifications
appears next to test results which
as noted on page 1.
DENSITY
(% max)
96
ADDITIONAL COMMENTS:
* 26121- sandy clay L.T.
Technician: Frank Tisdale, CET Started: 12:00PM Stopped: 03:00PM
TECH..SOUTHW N
(1) Gulf Bearing, [nc.
(1) Gromatzky, Dupree & Associates
(1) Brockette, Davis, Drake
(2) Rogers O'Br~en
F. King Coo , . .
(1) city of coppe[[
(1) City of Coppe[[
1007 LW
Our letters and reports are for the exclusive use of the cent to whom they are addressed and shall not be reproduced except in
fu wthout the approval of the testing aboratory The use of ourname must receve our written approval. Our letters and reports
apply only to the sample tested and/or inspecteU, and are not nd carve of the auantities of apparently identical or similar proi:lucts.
LABS
TECHNOLOGIES INC
Maxim Tech.· Southwestern Labs
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 Ramsay
501 Industrial Blvd.
Grapevine, TX 76051 CMENTNO.: 3200037
REPORT NO.: 31404A
PROJECT: Gulf Bea~ing DATE OFSERVICE: 9/29/95
Coppell, Texas AUTHORIZA~ON: ongoing
REPORT DATE: 10/11/95
SERVICES:
Perform in-place density and moisture content tests to determine the degree
of field compaction.
CONTRACTOR: Rogers O'Brien
TEST OF: Interior wall back
fill
PROJECT DATA
MATERIALS
29953-Tannish red clayey sand
w/gravel
MOISTURE~ENSITYRELATIONS
OPTIMUM MAXIMUM
MOISTURE % DENSITY p~
9.5 126.0
METHOD OF TEST:
DENSITY: ASTM D2922
MOISTURE: ASTM D3017
SPECIFICATION
DENSITY: 95% DRY DENSI~f
MOISTURE: N/A
REPORT OF TESTS
FIELD OPTIMUM
TEST MOISTURE MOISTURE
NO LOCATION (%) (%)
1. H Line at 2.5 6th lift 11.4 9.5
2. H Line at 5.2 - 5th lift 9.4 9.5
3. H Line at 6.5 - 6th lift 10.2 9,5
4. H Line at 8.8 - 4th lift 10.9 9.5
5. A Line at 7.8 - 2nd lift 10.2 9.5
6. A Line at 7.0 - 3rd lift 9.9 9.5
FIELD MAXIMUM
DENSITY DENSITY DENSITY
(p~ (P~ (% md)
120.8 126.0 96
121.7 126.0 97
119.9 126.0 95
122.5 126.0 97
120.4 126.0 96
123.5 126.0 98
Test results on this report meet project
specifications as noted above.
Technician: James Gray Started: 08:30AM Stopped: ll:00AM
CME Technician
Report Distribution: MAXIM TECH,e~OUTHWES~T,E~N LABS
(1) Gulf 8earing, [nc,
(1) Gromatzky, Dupree & Associates
(1) 8rockette, Davis, Drake
(2) Rogers O'arien F. King'Cook, P.E.
(1) City of CoppeLL
(1) City of Coppe[[
1007 LW
Our attars and reports are for the exclusive use of the clent to whom they are addressed and shall not be reproduced except In
full without the approval of the test ng laboratory; Th.e use o.f ou.r. na.m. e m.us.t receive...our .written aP@rov, a.I...Ou.r letters and rep. or~s
apply only to the sample tested and/or inspectea, ano are not inalsa[we ol me quarrel es oi apparer~y ~oemlcal or s~mllar proauc~s.
TECHNOLOGIES INC
_.~axim Tech.. Southwestern Labs
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.: 31576
DATE OF SERVICE: 10/03/95
AUTHORIZATION: ongoing
REPORT DATE: 10/11/95
SERVICES:
Perform in-place density and moisture content tests to determine the degree
of field compaction.
CONTRACTOR: Rogers O'Brien
TEST OF: Heavy duty paving
subgrade "
METHOD OF TEST:
DENSITY: ASTM D2922
MOISTURE: ASTM D3017
PROJECT DATA
MATERIALS
MOISTURE/DENSITY RELATIONS
OPTIMUM
MOISTURE %
26095-Dk gray & bwn clay LT 19,0
26121-Dk bwn clay w/tan sandy* 24.5
26129A-Bwn clay w/gravel L.T. 20.0
MAXIMUM
DENSITY pd
103.0
93.0
99.0
SPECIFICATION
DENSITY: 95% DRY DENSITY
MOISTURE: near optimum
NO
1,
2.
3.
4.
LOCATION
40' North & 225' east of north
west building corner
40' North & 125' east of north
west building corner
40' North & 25' east of north
west building corner
20' West & 10' north of north
west building corner
REPORT OF TESTS
FIELD OPTIMUM FIELD MAXIMUM
MOISTURE MOISTURE DENSITY DENSITY DENSITY
(%) (%) (Pct) (Pcf) (% max)
21.4 20.0 96.0 99.0 97
18.3 19.0 99.7 103.0 97
23.9 20.0 96.6 99.0 98
24.4 24.5 91.1 93.0 98
Report Of Tests Continued On Page 2
1007 LW
Our etters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced except in
ful without the approva! of the .testl.n.g I.aborat.ory.. The use o.f pu.r, na~e m_?,[_re_c.e.i_v..~e~9_u_r _,wrl~t__e_n_.a_p.~pr..ov,~Ou~[ IoerttselrmSi~r~rroedOuO~Ss
apply only to the sample testea ano/or inspeczea, aha are not nolcaTive ol me qu~.uue~ u~ ¢q~t.~m[c,,uy ,u~,,u i~ -
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SERVICE: 10/03/95
REPORT NO. 31576
PAGE 2
REPORT OF TESTS ~co,~tir~e~
FIELD OPTIMUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSITY DENSITY DENSITY
NO LOCA~ON ~) (%) (P~ (P~ ~ mm)
5. 20' West & 250' south of north
west building corner 22.8 24.5 90.1 93.0 97
6. 20' West & 125' north of south
west building corner 25.3 24.5 88.9 93.0 96
7. 50' South & 20' east of south
west building corner 23.5 24.5 92.7 93.0 100
8. 30' South & 100' east of south
west building corner 22.9 24.5 90.5 93.0 97
9. 50' South & 220' east of south
west building corner 24.3 24.5 92.3 93.0 99
Test results on this report meet project
specifications as noted on page 1.
ADDITIONAL COMMENTS:
* 26121- clay L.T.
Technician: Jay Canafax, CET Started: 12:30PM Stopped: 02:30PM
Report Distribution: MAXIM TECH.e~;O~WE~ERN. LAB S
(1) Gulf Bearing, Inc.
(1) Gromatzky, Dupree & Associates
(1) Brockette, Davis, Drake - jj, , z
(2) Rogers 0'Brien
. oo, .
(1) City of Coppe[[
(1) City of Coppe[[
1007 LW
Our etters and reports are for the exclusive use of the client to w'nom they are addressed end shall not be repr.oduced ex. cept In
full without the aDprova. I of the,testing ahoratory; Th~ use of. ou.r. na.m, e m.us_t rece ve pur .written ap~.ro.va..I..Ou.r ~ette.rs..ano re~or~$
apply only to the sample teste(~ and/or inspecteD, aha are no[ nalc~[ive o! tne qua~itles oT apparermy i(~ermcal or slmllsr pro(~uc~s.