Gulf Bearing-LR 951113 (2)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 Ramsey
501 Industrial Blvd.
Grapevine, TX 76051
PROJECT: Gulf Bearing
Coppell, Texas
CLIENT NO.: 3200037
REPORT NO.: 33015
DATE OF SERVICE:lO/31/95
AUTHORIZATION: ongoing
REPORT DATE: 11/13/95
SERVICES: Perform in-place density and moisture content tests to determine the degree
of field compaction.
CONTRACTOR: Rogers O'Brien
TEST OF: Ramp Fill
PROJECT DATA
MATERIALS
MOISTURE~ENSFrY RELATIONS
24438-Dark gray shale bwn clay 23.5
OP3qMUM MAXIMUM
MOISTURE % DENSFrY pcf
96,0
METHOD OF TEST:
DENSITY: ASTM D2922
MOISTURE: ASTM D3017
SPECIFICATION
DENSITY: 95% DRY DENSITY
MOISTURE: N/A
REPORT OF TESTS
FIELD OPTIMUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSITY DENSITY
NO LOCATION (%) (%) (Pcf) (Pcf)
South ramp east side of bldg.
5th lift, -1' below grade
Center ramp. east side,
4th lift, -l' below grade
North ramp~ east side,
1st lift, 3' below grade
26.4 23.5 92.3 96.0
24.1 23.5 91.9 96.0
24.0 23.5 92.0 96.0
Test results on this report meet project
specifications as noted above.
DENSITY
(% m~)
96
96
96
Technician: Paul D. Butler Started: OI:OOPM Stopped: 02:30PM
C.E.T.
Report Distribution: MAXIM TECH.~SOU~WES~N. LABS
(1) Gulf Bearing, [nc.
(1) Gromatzky, Dupree & Associates
(1) Brockette, Davis, Drake
(2) Rogers O'Brien F. King Cook, P.E.
(1) City of CoppelL
o wCity co LL
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apply only to the sample tes[eo anti/or inspec~eo, ano are no[ in(31ca[ive oline qum,uu== u, ~p~m,=,,ux ,u=,,u~a u = I~ v .