Gulf Bearing-LR 950918 (3)TECHNOLOGIES INC
Maxim Tech. e 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
CUENT:
Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051
PROJECT: Gulf Bearing
Coppell, Texas
CUENTNO.: 3200037
REPORT NO.: 30507A
DATE OFSERVICE: 9/11/95
AUTHORIZA~ON: ongoing
REPORT DATE: 9/18/95
SERVICES: Perform in-place density and moisture content tests to determine the degree
of field compaction.
CONTRACTOR: Rogers O'Brien
TEST OF: Bldg.perimeter bkftl
# #
METHOD OF TEST:
DENSITY: ASTM D2922
MOISTURE: ASTM D3017
PROJECT DATA
MATERIALS
23525 Dark brown clay
25363 Reddish bwn.clayey sand
with some dark brown clay.
MOISTURE~ENSITY RELATION~
OPTIMUM MAXIMUM
MOISTURE % DENSITY ocr
21.5 99.0
12.5 114.5
SPECIFICATION
DENSITY: 952 Dry Density
MOISTURE: -12 to +4[ opt.
REPORT OF TESTS
FIELD OPTIMUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSITY DENSITY DENSITY
NO LOCATION (%) ~) (P~ (P~ (% m~)
1. Buildtn~ line H/15 outside
final lift. 22.3 21.5 96.1 99.0 97
2. Building line H/3 outside,
final lift. 22.0 21.5 97.6 99.0 99
3. Building line E/1 inside, 1st
lift. 11.8 12.5 112.6 114.5 98
4. ~uilding line A/10 outside,
1st lift. 12.2 12.5 114.3 114.5 100
Test results on this report meet project
specifications as noted above.
Technician: James Gray Started: 09:30AM Stopped: ll:00AM
CML Technician
Report Distribution: MAXIM TECH.~OUTHW~S_TERN LABS
(1) GuLf Bearing, Inc.
(1) Gromatzky, Dupree & Associates
(1) Brockette, Davis, Drake
(2) Rogers O,Brien F. King Cook, P.E.
(1) City of CoppeLL
,o p city of co LL
Our attars and reports are for the excl.usl, ve u. se ofthe client .to wflom they .ere ad. dressed .an~d shall n~t_.be ~re_Pr,o_clu_c_?d__e~xc.e?~_?_,-
full .without the_approva. I of the.testl.n.g ia. ooraz.ory.. ~n.e use o! .ou.ma.m.e rn~js.~ re_ce[_v~.~,_o~r_
apply only to ~rle sample testea arlo/or inspec~eo, arlo are no! irtolca/Jve
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 CMENT NO.: 3200037
REPORT NO.: 30709
PROJECT: Gulf Bearing DATE OF SERVICE: 9/15/95
Coppell, Texas AUTHORIZATION: ongoing
REPORT DATE: 9/18/95
SERVICES: Perform in-place density and moisture content tests to determine the degree
of field compaction.
CONTRACTOR: Rogers O'Brien
TEST OF: Pour Strip Backfill
PROJECT DATA
MATERIALS
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% MIN. DENSITY
MOISTURE:-1 to + +4% opt.
REPORT OF TESTS
FIELD OPTIMUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSITY DENSITY DENSITY
NO LOCATION {%) (%) {Pcf) {Pcf} {% max)
1. Pour strip, I'N of 1 line at
G.5, 8" below F.F. (retest) 13.0 9.5 119.9 126.0 95
2. Pour strip, i'W of H line at
1.9, 1'0" below F.F. 16.1 * 9.5 115.3 126.0 92
An asterisk (*) appears next to test results which
do NOT meet the project specifications as noted above.
Technician: Frank Tisdale, CET Started: ll:OOAM Stopped: OI:OOPM
Report Distribution: MAXIM TECH. ~THWG&T. ER. SOUTH N LABS
(1) Gulf Rearing. i~. ~~
(1) Gr~tzky, D~ree & Associates
(1) Brockette, Davis, Orake
(2) Rogers O'Bri~
(1) City of Coppe[[ F. King Cook, P.E.
1) City of Coppe[[
10%7 CME
Our I~tterl m~d res)ertl are for the e.xclu~ive u~e of the client to whom they are ed~/eamed arid. shall not be reproduced except in
full without the If)provl4 O! the teltll~l Idoo~etory. The Ule of oumarne rnu~t rec4ave our written Grovel. Our lettem ~nd rel)ortl
~opty only to the sample tested attcl/cx inspected, and ore not indicative of the quantitiee of al)patently idenficel or similor products.