Gulf Bearing-LR 951006TECHNOLOGIES INC
Maxim Tech. · Southwestern Labs
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephone: (214) §31-2700
FAX: (214) 920-1891
REPORT OF
SOIL-LIME MIXTURE PULVERIZATION
CLIENT:
Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051 CLIENT NO.: 3200037
REPORT NO.: 31358
PROJECT: Gulf Bearing DATE OF SERVICE: 9/29/95
Coppell, Texas AUTHORIZA~ON: ongoing
REPORT DATE: 10/06/95
SERVICES:
CONTRACTOR: Rogers O'Brien
TEST LOCATION: East side of bldg.
TEST METHOD: SDHPT Item 260
Sample lime treated subgrade soil from construction area and test for
degree of pulverization.
PROJECT DATA
SPECIFICATION REQUIREMENTS:
MINIMUM PERCENT PASSING 1- 3/4" SIEVE: lO0.0%
MINIMUM PERCENT PASSING ~4 SIEVE: 60.0%
REPORT OF TESTS
TEST PASSING 1- 3/4" PASSING
NO LOCATION SIEVE (%) SIEVE
90'North of southeast corner of
building, 15' east of east side of
building 100
210' North of southeast corner of
building, 35' east of east side of
building 100
150' South of northeast corner of
building. 25' east of northeast
corner o~ building 100
An asterisk (*) appears next to test results which
do NOT meet the project specifications as noted above.
Sample(s) were tested in the as sampled moisture condition.
54*
51'
53*
Technician: Charles Shurtleff
Report Distribution: MAXIM TECH..SOUTHWESTERN LABS
(1) Gulf Bearing, Inc. ~/
(1) Gromatzky, Oupree & Associates
(1) Brockette, Davis, Drake
(2) Rogers O'Brien F. King Cook, P.E.
(1) CiTy of Coppel[
of cop Ll
Our etters and reports a~e 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.. Thp use o[ pu~r. na~e m_.us.t~_re_c.e, iv_.e~,o_u_r _wr. ~_e_n_.a~p~,r..o¥~al_.~=~O~,r I..e. tt.e~r_si,[rnd..rroec~uOc~~
apply only to the sample tested and/or inspecteD, and are no[ iflOlCa[ive o][ [lie ql.~t[]urJ~ u! ¢rldp~=.~3r ~,~*¢~ ~ o,,., ~, .
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.: 31348
DATE OF SERVICE: 9/28/95
AUTHORIZATION:
REPORT DATE: 10/06/95 .
SERVICES: Perform in-place density and moisture content tests to determine the degree
of field compaction.
CONTRACTOR: Rogers O'Brien
TEST OF: Fill on Permimeter
interior alongLine H
PROJECT DATA
MATER IALS
MOISTURE/DENSITY RELATIONS
29953-Tannish red clayey sand 9.5
OPTIMUM MAXIMUM
MOISTURE % DENSITY pcf
126.0
METHOD OF TEST:
DENSITY: ASTM D2922
MOISTURE: ASTM D3017
SPECIFICATION
DENSITY: 95% DRY DENSITY
MOISTURE: - 1%
to +4% opt moist
REPORT OF TESTS
FIELD OPTIMUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSITY DENSITY DENSITY
NO LOCATION (%) (%) (Pcf) (Pcf) (% max)
1. H/2.9, 5th lift 9.0 9.5 119.8 126.0 95
2. H/3.8 6th lift 9.6 9.5 120.7 126.0 96
3. H/7.5 5th lift 8.7 9.5 122.5 126.0 97
Test results on this report meet project
specifications as noted above.
Technician: Charles Shurtleff Started: 12:00PM Stopped: 01:30PM
Report Distribution: MAXIM TE~ LABS
(1) GuLf Bearing, Inc.
(1) Gromatzky, Dupree & Associates
(1) Brockette, Davis, Drake
(2) Rogers O,Brien
(1) City of Coppe[[
(1) City of Coppe[[
1007 LW
Our etters and reports are for the exclusive use ofthe client .to whom they .are ad, dressed .a.n.d shall not .be_repr.o.d. uced ex. cept in.
full without the approval of the testing l,aboratory,, i n,e use o! ,ouf, na?,.e rn~us.[£e_c.e, lv~e~,o_u_r _.w~_..e_n_.ap~,r..o ~vg~,_u~j m_e.~x.e,rs ~.no..r..e~,o,~s~
apply only to the sample tested and/or inspectea, ana are not inolc~l[ivs ol trl~ qu~[]Utle~ ul ~qJ[Q~ut~rluy tu~z~L~t.~=~ u~ ~.~.~ w.uuu~o.
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
CLIENT:
Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051 OUENT NO.: 3200037
REPORT NO,: 31446
PROJECT: Gulf Bearing DATE OF SERVICE: 9/30/95
Coppell, Texas AUTHORIZATION: ongoing
REPORT DATE: 10/09/95
SERVICES: Perform in-place density and moisture content tests to determine the degree
of field compaction.
CONTRACTOR: Rogers O'Brien
TEST OF: Perimeter inside
backfill
PROJECT DATA
MATERIALS
MOISTURE/DENSITY RELATIONS
OPTIMUM MAXIMUM
MOISTURE % DENSITY pcf
23937-Tannish bwn clayey sand 10.5
123.5
METHOD OF TEST:
DENSITY: ASTM D2922
MOISTURE: ASTM D3017
SPECIFICATION
DENSITY: 95% DRY DENSI~/
MOISTURE: N/A
TEST
NO
LOCATION
(Retest) Building Line D/1
inside, 1st lift
(Retest) Building Line E.5/1
inside, 1st lift
REPORT OF TESTS
FIELD OPTIMUM FIELD MAXIMUM
MOISTURE MOISTURE DENSITY DENSITY DENSITY
(%) (%) (Pc'f) (Pcf) (% max)
11.8 10.5 117.9 123.5 95
11.0 10.5 118.2 123.5 96
Test results on this report meet project
specifications as noted above.
Technician: Johnny Andrews Started: 09: 00AM Stopped: 11: OOAM
Report Distribution: MAXIM TECH.~SOUTHWES~Rltl LABS
(1) Gulf Bearing, Inc.
(1) Gromatzky, Dupree & Associates
(1) Brockette, Davis, Drake
(2) Rogers O'Brien
(1) City of Coppet[
(1) City of Coppe[[
1007 LW
Our letters and reports are for the exclusive use ofthe cent .to whom they are ad. dressed
ful without the approva! of the.testl.n.g la. boratpry.. [ne use o! .ou.r. na.me m.us_t rece~ve...,our .wr~en ap~,ro,v~._.,_u~_,r let~er_s.,_a~_O_rroedPuOc~Ss
apply only to the sample testea and/or inspeczeo, an(3 are no! 113Qicatlve o? tne quanzmes oT apparermy iQenacal or s [11 i~tf p o .