Gulf Bearing-LR 951031TECHNOLOGIES INC
I~dxim Tech., Southwestern Labs
2575 Lone Star Dr. · P.O. Box 224227
Dall~s, Texas 75222
Telephone: (214) 631-2700
FAX: (214) 920-~ 891
REPORT OF
IN-PLACE DENSITY
CLIENT:
Gulf Bearing, Inc.
Attn: Ross Ramsay
501 Industrial Blvd.
Grapevine, TX 76051
PROJECT: Gulf Bearing
Coppell, Texas
CLIENT NO.: 3200037
REPORT NO.: 32665
DATE OF SERVICE:lO/24/95
AUTHORIZA~ON: ongoing
REPORT DATE: 10/31/95
SERVICES:
Perform in-place density and moisture content tests to determine the degree
of field compaction.
CONTRACTOR: Rogers O'Brien
TEST OF: Loading ramp fill
PROJECT DATA
MATERIALS
26121-Dark brown clay & tan
sandy clay (LT)
MOISTURE/DENSITY RELATIONS
OPTIMUM MAXIMUM
MOISTURE % DENSITY pcf
24.5 93.0
METHOD OF TEST:
DENSITY: ASTM D2922
MOISTURE: ASTM D3017
SPECIFICATION
DENSITY: 95% DRY DENSI~
MOISTURE: n/a
REPORT OF TESTS
FIELD OPTIMUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSITY DENSITY DENSITY
NO LOCATION (%) (%) (Pcf) (Pcf) (% max)
1. Ramp #1, south end
first lift 27.3 24.5 88.7 93.0 95
2. Ramp #2, first lift 26.0 24.5 89.4 93.0 96
Test results on this report meet project
specifications as noted above.
Technician: Paul D. Butler Started: 08:30AM Stopped: 10:00AM
C.E.T.
Report Distribution: MAXIM TECH.eS~ERN LABS
(1) GuLf Bearing, Inc.
(1) Groaatzky, Dupree & Associates "
(1) Brockette, Davis, Drake
(2) Rogers O'Brien F. King Cook, P.E.
(1) City of Coppe[[
(1) City of Coppe[[
1007 LW
Our attars and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced except In
full without the approval of the testing laboratory.. The use of. .o_u~r, na.m,_~_ m_}ls.t~_re_c.e.i_v..~e~,o_u~r ~wr~ ~t..e_n. raePr~[vO~id~nticO~a[ torett~mSil~?d~rr~dPuOc~~
apply only to the sample tested and/or inspecteo, ano are no[ ino~cauw u~u~ qu~,,uu== u~ =~w=.= · w ·
TECHNOLOGIES INC
I~xim Tech., Southwestern Labs
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) B31-2700
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.: 32689
DATE OF SERVICE: 10/24/95
AUTHORIZATION: ongoing
REPORT DATE: 10/31/95
SERVICES: Perform in-place density and moisture content tests to determine the degree
of field compaction.
CONTRACTOR: Rogers O'Brien
TEST OF: Loading ramp fill
PROJECT DATA
MATERIALS
26121-Dark brown clay & tan
sandy clay (LT)
MOISTURE~ENSITYRELATIONS
OPTIMUM MAXIMUM
MOISTURE % DENSITY p~
24.5 93.0
METHOD OF TEST:
DENSITY: ASTM D2922
MOISTURE: ASTM D3017
SPECIFICATION
DENSITY: 95% DRY DENSITY
MOISTURE: N/A
REPORT OF TESTS
FIELD OPT]MUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSITY DENSITY DENSITY
NO LOCATION (%) {%) (Pcf) (Pcf) (% max)
1. Ramp #1, south end
2nd lift 24.5 24.5 89.0 93.0 96
2. Ramp #2, south end
2nd lift 24.6 24.5 91.0 93.0 98
Test results on this report meet project
specifications as noted above.
Technician: Paul D. Butler
C.E.T.
Started: 01:30PM
Stopped: 02:30PM
Report Distribution: MAXIM TECH.,SOUTHWESTER~ LABS
(1) Gulf Bearing, ]nc. ~~'
(1) Gro~atzky, Dupree & Associates
(1) Brockette, Davis, Drake
(2) Rogers O'Srien F King Cook, P.E
(1) City of Coppe[[ ' '
(1) city of coppe[[
1007 AE
Our letters and reports are for the exc us ye use of the cent to whom they are addressed and shall not be reproduced except In
ful wffhout the approval of the test ng laboratory.. Th.e use of ou..rname m.us.t receive our w~. Itten al3p.ro,vql..Ou,r letters.and rep. orts
apply only to the sample tested and/or inspecte(~, an(3 are not ino~catlve oT me quantities oT apparen~y iaermcm or sim ar proaucts.