Gulf Bearing-LR 951113TECHNOLOGIES INC
Maxim Tech. · Southwestern Labs
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) 631-2700
FAX: (21~,) 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.: 33146
DATE OFSERVlCE:ll/02/95
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: Northern & southern
ramps on buildings
east side.
METHOD OF TEST:
DENSITY: ASTM D2922
MOISTURE: ASTM D3017
PROJECT DATA
MATERIALS
23525 Dark brown clay
SPECIFICATION
DENSITY: 95% Dry Density
MOISTURE/DENSITY RELATIONS
OPTIMUM MAXIMUM
MOISTURE % DENSITY pcf
21.5 99.0
MOISTURE: +2% opt.
TEST
NO
I.
2.
3,
4.
REPORT OF TESTS
LOCATION
Southern ramp - west half,
final lift.
Southern ramp - east half,
final lift.
Northern ramp - west half,
2nd lift.
Northern ramp - east half,
2nd lift.
FIELD OPTIMUM
MOISTURE MOISTURE
(%) (%)
21.1 21.5
21.8 21.5
23.2 21.5
20.9 21.5
Test results on this report meet project
specifications as noted above.
FIELD MAXIMUM
DENSITY DENSITY DENSITY
(Pcf) (Pc'f) (% max)
96,0 99.0 97
95.3 99.0 96
94.3 99.0 95
99.7 99.0 101
Technician: Francisco Calvillo
Technician
Started: ll:00AM
Stopped: 01:00PM
Report Distribution: MAXIM TECH.eSOUTHW~EI~N
(1) Gulf Bearing, inc.
(1) Gromatzky. Dupree & Associates
(1) Brockette, Davis, Drake
(2) Rogers O'Brien F. King Cook, P.E.
(1) City of Coppe[[
our letters and reports are for the exclusive use of the client .to whom they are ad, dressed and shall not be rel3roduced excel3t in
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LABS