Gulf Bearing-LR 950503Huntingdon
Engineering and Science for a Safer Environment
Huntingdon, Sou~westem 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.: 24166A
DATE OF SERVICE: 4/28/95
AUTHORIZATION: Joe White
REPORT DATE: 5/03/95
SERVICES:
Perform in-place density and moisture content tests to determine the degree
of field compaction.
CONTRACTOR: Rogers O'Brien
TEST OF: Bldg. pad subgrade
Bldg. pad subgrade
PROJECT DATA
MATERIALS
23525- Dark brown clay
24164- Brown silty clay
MOISTURE~ENSITYRELATIONS
OPTIMUM MAXIMUM
MOISTURE % DENSITY Dof
21.5 99.0
18.0 106.5
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 EA, subgrade.
2. Grid DA, subgrade.
3. Grid EB, subgrade.
4. Grid EC, subgrade.
5. Grid ED, subgrade.
6. Grid EE, subgrade.
7. Grid EF, subgrade.
REPORT OF TESTS
FIELD OPTIMUM
MOISTURE MOISTURE
{%)
22.0 18.0
22.3 * 18.0
26.4 * 21.5
23.5 21.5
23.4 21.5
28.3 * 21.5
27.2 * 21.5
FIELD MAXIMUM
DENSITY DENSITY DENSITY
(pcf) (P~f) (% max)
106.1 106.5 100
105.4 106.5 99
99.2 99.0 100
98.9 99.0 100
99.8 99.0 101
92.9 99.0 94 *
97.8 99.0 99
Report Of Tests Continued On Page 2
1007 LW
Our lettirl I~d reportl are for the exclusive UII of the client to whom they Ire ad~. rel~ld Iqd. ihall not be re,~oducld ex .¢~t bi
ful w thout the ~plxov~d of the testing !aboretory. The Lme of ourrmme must rec~ve .our written wplxovd..u? lett.e~, efta ~
Ipply ordy to the sample teltlcl Ifld/or irtl~lcted, Iflcl Ire not tncIi¢ltive of the quezltltml of ~c)pl~fltly Iderlticcl oc ltmilir pi'ocsu~l.
Huntingdon
Gulf Bearing, Inc. REPORT NO.
CLIENT NO. 3200037 PAGE 2
DATE OF SERVICE: 4/28/95
24166A
REPORT OF TESTS ¢c~ti.~ed)
FIELD OPTIMUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSITY DENSITY DENSITY
NO LOCATION {%) {%) (Pof) ~Pof) (% max)
8. Grid EE, subgrade,
(Retest) 27.5 * 21.5 93.9 99.0 95
An asterisk (*) appears next to test results which
do NOT meet the project specifications as noted on page 1.
Technician: Frank Tisdale, CET Started: 08:30AM Stopped: 01:00PM
Report Distribution: ~BS
(1) Gulf Bearing, [nc. (1) City of Coppe[[
(1) Gromatzky, Dupree & Associates (1) City of Coppe[[
(1) Brockette, Davis, Drake
(2) Rogers O'Brien F. K ng COO t P.E~
(1) Southwestern Labs
(1) Southwestern Labs
1OO7 LW
Our lettem and reports a~e for the exclulive Line of the cJiortt to whom they ~e iddrelmed and aha41 not be re, Ex'oduced except in
full without the e4)proval of the telting Ilborltory. The ule of o?..rta~l muir receive. .our written IpprO.Vl4..uur. lett.~l~, arid
· pply only tO the lample ts~tsd a~d/or in~pectsd, or~ we not indicative of the quant~tm~ of af~wently ident c-a or ~milar
Huntingdon
Enginee~ng 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.: 24163
DATE OF SERVICE: 4/28/9S
AUTHORIZATION: Joe White
REPORT DATE: 5/03/95
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
23937-Tannish bwn. clayey sand
MOISTURE/DENSITY RI~LATIONS
OPTIMUM MAXIMUM
MOISTyRE % DENSITY Def
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 AF, first lift.
2. Grid AE, first lift.
3. Grid AD, first lift.
4. Grid AC, first lift.
5. Grid AB, first lift.
6. Grid AA, first lift.
7. Grid BB, first lift.
REPORT OF TESTS
FIELD OPTIMUM
MOISTURE MOISTURE
{%)
14.2 10.5
13.3 10.5
13.2 10.5
11.7 10.5
15.1 * 10.5
15.3 * 10.5
16.1 * 10.5
FIELD MAXIMUM
DENSITY DENSITY DENSITY
{Pcf) (Pcf) (% maxi
117.4 123.5 95
119.0 123.5 96
120.6 123.5 98
119.4 123.5 97
115.5 123.5 94
112.8 123.5 91
114.5 123.5 93
Report Of Tests Continued On Page 2
1OO7 LW
OL~ ~ttars and repo~t~ are f~ the eF~u~ve u~ of the cl~nt to whom they are a~. reseed ~ ~1 ~t ~ r~ ~ ~
f~l wit~ t~ ~ov~ ~ t~ t~t~ ~. T~ l of ~ m~t r~ ~ wri~ ~d. ~ ~ ~ r~
lpp y ~y tO t~ 8~ t~ ~/~ ~, ~ ~ ~t ~IC~IVl Of t~ qu~ t~ ~ ~ly ~C~ ~ ~mil~ ~.
Huntingdon
Gulf Bearing, Inc. REPORT NO.
CLIENT NO. 3200037 PAGE 2
DATE OF SERVICE: 4/28/95
REPORT OF TESTS
(Cont fnued)
24163
FIELD OPTIMUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSITY DENSITY DENSITY
NO LOCATION {%) (%) (Pof) (Pof) i% max)
8. Grid BC, first lift. 14.0 10.5 118.5 [23.5 96
9. Grid BD, first lift. 14.8 * 10.5 117.1 123.5 95
10. Grid BE, first lift. 13.4 10.5 120.8 123.5 98
11. Grid BF, first lift. 13.2 10.5 122.3 123.5 99
12. Grid AB, first lift,
(Retest) 13.2 10.5 120.0 123.5 97
13. Grid AA, first lift,
(Retest) 13.9 10.5 120.2 123.5 97
14. Grid BA, first lift. 14.5 10.5 118.8 123.5 96
15. Grid BB, first lift,
(Retest) 13.3 10.5 118.6 123.5 96
16. Grid CA, first lift. 13.1 10.5 120.9 123.5 98
17. Grid CB, first lift. 14.3 10.5 118.9 123.5 96
18. Grid CC, first lift. 13.0 10.5 120.9 123.5 98
19. Grid CD, first lift. 11.9 10.5 121.5 123.5 98
20. Grid CE, first lift. 13.0 10.5 121.3 123.5 98
21. Grid CF, first lift. 13.0 10.5 121.8 123.5 99
22. Grid DF, first lift. 14.1 10.5 120.4 123.5 97
23. Grid DE, first lift. 13.3 10.5 119.8 123.5 97
24. Grid DD, first lift. 13.3 10.5 121.8 123.5 99
25. Grid DC, first lift. 12.9 10.5 118.2 123.5 96
26. Grid DB, first lift. 14.9 * 10.5 118.0 123.5 96
27. Grid DA, first lift. 12.8 10.5 121.6 123.5 98
An asterisk (*) appears next to test results which
do NOT meet the project specifications as noted on page 1.
Technician: Frank Tisdale, CET Started: 02=30PM Stopped: 06:00PM
Report Distribution:
HUNTINGDON -.¢ BS
(1) Gulf Bearing, Inc. (1) City of Coppe[[
(1) Gromatzky, Dupree & Associates (1) City of Coppe[[
(1) Brockette, Davis, Drake
(Z) Rogers O'Srien F. King~'Cook, P.E.
(1) Southwestern Labs
(1) Southwestern Labs
1007 LW
Our letters end reports are for the e.xclu~ive ule of the cliarlt to whom they ~'e Id~. r___-~__ ~ Ihall not be re. prm~.u~l ex .c~pt in
full without the approvN of the teeing !abm'atm'y. The u~ of m~r.. na~e. mu~t receive..our written ~pproy. at..uur, w~m~rm repe~?
app ¥ ordy to the I&mple tell;ecl arld/OC inlpected, ittd Ire at illdir, ltl¥l Of the CIUII~t tm Of apparently id~cad
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) g20-1881
REPORT OF
IN-PLACE DENSITY
CLIENT: Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051
PROJECT: Gulf Bearing
Coppell, Texa·
CLIENT NO.: 3200037
REPORT NO.: 24151
DATE OF SERVICE: 4/28/95
AUTHORIZATION:
REPORT DATE: 5/03/95
SERVICES: Perform in-place density and moisture content tests to determine the degree
of field compaction.
CONTRACTOR: Roger· O'Brien
TEST OF: Site Fill
PROJECT DATA
MATERIALS
23525-Dark brown clay
MOISTURE/DENSITY RELATIONS
OPTIMUM MAXIMUM
MOISTURE % DENSITY
21.5 99.0
METHOD OF TEST:
DENSITY: ASTM D2922
MOISTURE: ASTM D3017
SPECIFICATION
DENSITY: 95% MIN. DENSITY
MOISTURE:-1 to +4% opt moist
TEST
NO LOCATION
3e
30' South, 20' east of south
east building corner,
subgrade.
40' South, 25' east of south
east building corner, 1st
lift.
93' South, 17' east of
south east building corner,
1st lift.
REPORT OF TESTS
FIELD OPTIMUM
MOISTURE MOISTURE
(%} (%)
FIELD MAXIMUM
DENSITY DENSITY DENSITY
(Pcf) (Pcf) (% maxi
24.8 21.5 96.6 99.0 98
25.7 * 21.5 98.1 99.0 99
25.5 21.5 94.1 99.0 95
Report Of Tests Continued On Page 2
1007 LW
Ou~ letterl~ end report~ are fo~ the exclusive use of the client to where they are ~ md..hell net be relxeduced except in
f, dl w/thout the apl~ov~d of the teattng .labarate~/. The use of. oumame rm~t ret.we..our wrrtten ap~xo?d...O? ~ and rep.ftc
apply only to the sample teated in(I/re' inlpected, and are n~t indicative of the quantlt~l of al)p~ently identieel m' ilmiler iweelu~t~.
Huntingdon
Engineering and Science for a Safer Environment
Huntingdon · Southwestern Laboratories
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: {214) 831-2700
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.: 24181
DATE OF SERVICE: 4/29/95
AUTHORIZATION: Ongoing
REPORT DATE: 5/03/95
SERVICES: Perform in-place density and moisture content tests to determine the degree
of field compaction.
CONTRACTOR: Rogers O'Brien
TEST OF: Bldg. pad fill
PROJECT DATA
MATERIALS
22937-Tannish brown clay sand
MQISTURE~)ENSITY RELATIONS
OPTIMUM MAXIMUM
MOISTURE 96 DENSITY ~of
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
1.
2.
3.
4.
5.
6.
7.
LOCATION
Grid EE, first lift.
Grid EF, first lift.
Grid ED, first lift.
Grid EC, first lift.
Grid EB, first lift.
Grid EA, first lift.
Grid FF, first lift.
REPORT OF TESTS
FIELD OPTIMUM
MOISTURE MOISTURE
(%)
14.1 10.5
12 · 5 10.5
12.1 10.5
12.8 10.5
12.5 10.5
13.6 10.5
12.5 10.5
FIELD MAXIMUM
DENSITY DENSITY DENSITY
{Pof) {P~ (% max)
118.2 123.5 96
124.0 123.5 100
122.1 123.5 99
119.2 123.5 97
122.2 123.5 99
120.1 123.5 97
122.2 123.5 99
Report Of Tests Continued On Page 2
I~7LW
Our letters and raport~ a~e for the e~. clueive use of the client to whom they Me ad~. re~led ~
furl without the aplxovld of the t~lttng .llbor~tory. The ul/of o?. nl~e. mu~t recmve..our wnttln
apply only to the eample telted and/or inll=ected, a~d ore not ~ndlcltlVe of the quint tree of a~ently Klemlcll or Ilmlll~ ~.
Huntingdon
Gulf Bearing, Inc. REPORT NO.
CLIENT NO. 3200037 PAGE 2
DATE OF SERVICE: 4/29/95
24181
REPORT OF TESTS ¢c~tinued~
FIELD OPTIMUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSITY DENSITY DENSITY
NO LOCATION (%) {%) (Pcf! (Pcf) {~ maxi
8. Grid FE, first lift. 13.6 10.5 120.2 123.5 97
9. Grid FD, first lift. 13.5 10.5 120.4 123.5 97
l0. Grid FC, first lift. 12.9 10.5 119.5 123.5 97
ll. Grid FB, first lift. 12.3 10.5 122.3 123.5 99
12. Grid FA, first lift. 14.1 10.5 119.8 123.5 97
Test results on this report meet project
specifications as noted on page 1.
Technician: Frank Tisdale, CST Started: 10:30AM Stopped: 01:00PM
Report Distribution: HUNTINGD(~BS
(1) Gulf Bearing, Inc. (1) City of Coppe[[
(1) Gromatzky, Dupree & Associates (1) City of Coppe[[
(1) Brockette, Davis, Drake
(2) Rogers O'Brien F. Kiilg Cook,
(1) Southwestern Labs
(1) Southwestern Labs
lOO7 LW
Our letters ~ report~ ire fo~ {he ®.xclulive u~ of the cflient to whom by Ire id~l. re~ed
fuji with, o~Jt the ~pprovai of the teetln;I .laboreto~y. The tree of.~...n~[ne, mu~t rece~..o~ writteo
Ipply OPJy to the simple te~ted yN~VO~ w~pected, ~ I~e not i~ldl~itlvIi of th~ CIU~ItM of