Gulf Bearing-LR 950619HuntingdOn
Engineering and Science for a Safer Environment
Huntinguon · Southwestern Laboratories
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 CLIENT NO.: 3200037 '
REPORT NO.: 26437
PROJECT: Gulf Bearing DATE OF SERVICE: 6/19/95
Coppell, Texas AUTHORIZATION: Joe
REPORT DATE: 6/19/95
SERVICES: Perform in-place density and moisture content tests to determine the degree
of field compaction.
CONTRACTOR: Rogers O'Brien
TEST OF: L.T. subgrade 26095
Mechanical bkfill.
PROJECT DATA MOiSTURE/DENSITY REI,ATiON$
OPTIMUM MAXIMUM
MATERIALS MOISTURE % 0ENSITYod
Dk. grayish brown clay L.T. 24.5 93.0
23937 Tannatsh bwn. clay sand 10.5 123.5
METHOD OF TEST:
DENSITY: ASTM D2922
MOISTURE: ASTM D3017
SPECIFICATION
DENSITY: 95% Dry Density
MOISTURE:
-1% to +4% opt.
TEST
NO LOCATION
1. 220' N., 5' W. of N.W. bldg.
corner, subgrade (retest).
2. Mechanical trench, line E. at
9.4, final lift.
3. Mechaical trench, 8'6" W. of
E. line at 10.2, final lift.
REPORT OF TESTS
FIELD OPTIMUM FIELD MAXIMUM
MOISTURE MOISTURE DENSITY DENSITY
{%) (%) (Pc'f) (Pcf)
24.3 24.5 90.8 93.0
11.6 10.5 121.2 123.5
11.8 10.5 119.8 123.5
Test results on this report meet project
specifications as noted above.
DENSITY
{%max)
98
98
97
Technician: Frank Tisdale, CET Started: 12:00PM Stopped: 02:00PM
Report Distribution: HUNTINGD(~H TERN LABS
(1) GuLf Bearing, Inc. (1) City of CoppeLt
(1) Gromatzky, Dupree & Associates (1) City of Copper/
(1) Brockette, Davis, Drake
(2) Rogers O'Srien F. King Cook P.E.
(1) Southwestern Labs '
S )., °uth"estern ,,bs
Our letters and reports .are for the..excl.ust, ve u. se ofthe client .to whom they .are ad. dressed
full without the approval of the zeszlng m. ooratory; ir~. use oT pu[..na~e
apply only to the sample tested and/or inspectecl, ami are no! Inolca[ive o]' [rle quammes o~ apparcm,y ,u~,,u~, u, m,,,,-=, i~,uuu~.L .
Huntingdon
Engineering and Science for a Safer Environment
Huntinguon. Southwestern Laboratories
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.: 26384
DATE OF SERVICE: 6/17/95
AUTHORIZATION: ongoing
REPORT DATE: 6/19/95
SERVICES: Perform in-place density and moisture content tests to determine the degree
of field compaction.
CONTRACTOR: Rogers O'Brien
TEST OF: Lime treated subg.
PROJECT DATA MOISTURF_~DEN$1TY RELATIONS
OPTIMUM MAXIMUM
MATERIALS MOISTURE % DENSITY pd
26095 Dk. grayish brwn clay LT 24.5 93.0
METHOD OF TEST:
DENSITY: ASTM D2922
MOISTURE: ASTM D3017
SPECIFICATION
DENSITY: 95% Dry Density
MOISTURE:
-1% to +4% opt.
TEST
NO LOCATION
1. 180' N, 160' W. of N.E. bldg.
corner, subgrade.
2. 170' N, 35' E. of N.W. bldg.
corner, subgrade.
3. 220' N, 5' W. of N.W. bldg.
corner, subgrade.
REPORT OF TESTS
FIELD OFTIMUM FIELD MAXIMUM
MOISTURE MOISTURE DENSITY DENSITY
(%) (%) (Pcf) (Pcl)
28.1 24.5 88.6 93.0
24.8 24.5 92.2 93.0
23.8 24.5 86.4 93.0
An asterisk (*) appears next to ~est results which
do NOT meet the pro3ect specifications as noted above.
DENSITY
(%ma~)
95
99
93
Technician: Frank Ttsdale, CET Started: iO:OOPM
Stopped: 12:00PM
Report Distribution: HUNTINGDON--%TERN LABS
(1) Gutf Bearing, Inc. (1) City of Coppett
(1) Gcomatzky, Dupree & Associates (1) City of Coppe[[
(I) Brockette, 0avis, Drake
(2) Rogers O'Srien F. King Cook, P.E.
(1) Southwestern Labs
10~17)jsSouthwestern Labs '
Our letters and reports are for ~e ..excl.us. ive .use of.the client .to whom they .are ad, dress_e~. _an~d__s_h~l_L._n~.t_,be
tlrl Oora~or IRe use o~ ourname m sT feceve wrltLe~l
fu without the approval of the res y. f a reP'S, '~entlcal or similar pro~',~'t'~.
,,~y o.~y to tho seance t..toa ~.d/g~'~..cteU, ~,~ .~ .ot ~.~v~ oYth~ ,~,?tm°~'.. o
Huntingdon
Engineering and Science for a Safer Environment
Huntinbuon · Southwestern Laboratories
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.: 26207
DATE OFSER~CE: 6/13/95
AUTHORIZA~ON: Ongoing
REPORT DATE: 6/15/95
SERVICES: Perform in-place density and moisture content tests to determine the degree
of field compaction.
PROJECT DATA MOISTURE/DENSITY RELATIONS
CONTRACTOR: Rogers O ' Brien OPTIMUM MAXIMUM
MATERIALS MOISTURE % DENSITY Imf
TEST OF: Lime treated subg. 26129A Brown clay with gravel 20.0 99.0
.... 26121 Dk. bwn. clay w/tan clay 19.0 103.0
METHOD OF TEST:
DENSITY: ASTM D2922
MOISTURE: ASTM D3017
SPECIFICATION
DENSITY: 95% Dry Density
MOISTURE:
-1% to +4% opt.
REPORT OF TESTS
FIELD OPTIMUM FIELD MAXIMUM
TEST MOISTURE MOISTURE DENSITY DENSITY DENSITY
NO LOCATION (%) (%) (Pcf) (Pcf) (% max)
Royal Lane, left turn lane at
N.E. entrance, 125' S. of
center of turn island.
24.0 20.0 94.5 99.0 95
2. Royal Lane, turn island at N.E
entrance, middle of turn
island, (retest). 23.1 20.0 96.6 99.0 98
3. 120' N., 50' E. of N.W. bldg.
corner (retest). 21.5 19.0 98.5 103.0 96
Test results on this report meet project
specifications as noted above.
Technician: Frank Tisdale, GET Started: 01:OOPM Stopped: 02:30PM
Report Distribution: H UNTINGDONeSOUTHWEST];RN LABS
(1) Gulf Bearing, [nc. (1) City of Copper[
(1) Gro~atzky, Oupree & Associates (1) City of Coppe[[
(2)(1) ,rockette,Rogers O'BrienDaViS' Drake . ~g~j(, ~.
(1) Southwestern Labs
10~17)jsSouthwestern Labs
Our letters and reports .are for the exclusive use of_the client .to whom they ,are ad. dressed a. nd shell not .be _rspr.o~..uced e~.cept ~
full .withq. ut the approva, e qf tl)e.tesflp, g I~boratqry.. in.e use o! p ..u~na~e mtso! recelvq...pu~ wr. men appfmtfla....uuI' ~e~ef$,.mm reRoq, s
appmy only to the sample Tested eno/or InspecteD. ami are not in~catlve o;tne quammes o! apparemly iclentlcal or similar procluc~$.