Gulf Bearing-LR 950502Huntingdon
Engineering and Science for a Safer Environment
Huntingdon · Southwestern Laboratories
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Taxa. 75222
Telephone: (214) 631-2700
FAX: (214) 920-1891
REPORT OF
MOISTURE-DENSITY RELATIONS
CLIENT: Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051 CLIENT NO.: 3200037
REPORT NO.: 24164
PROJECT: Gulf Bearing DATE OF SERVICE: 4/28/95
Coppell, Texas AUTHORIZATION: Ongoing
REPORT DATE: 5/02/95
SERVICES:
Obtain sample of material used for construction, prepare samples and
perform moisture-density relations test to establish the maximum density
and optimum moisture of the material.
CONTRACTOR: Rogers O'Brien
TEST FOR: Subgrade material
MATERIAL: Brown silty clay
METHOD OF TEST: ASTM D698, Method A
ASTM D4318, Proc. A
PROJECT DATA
DATE SAMPLED: 4/28/95
SAMPLED BY: Frank Tisdale, CET
SAMPLE LOCATION: See additional comments
Dry
Dens.
(pcf)
10,~
105
101
REPORT OF TESTS
11~
......................... ! ........................................................ ~?. = o.~
97
10 12 14 16 18 20 22
MAXIMUM DENSITY, PCF: 106.5
OPTIMUM MOISTURE (%): 18.0
LIQUID LIMIT: 53
PLASTIC UMIT: 20
PLASTICITY INDEX: 33
MOISTURE CONTENT (%)
Report Of Tests Continued On Page 2
1006 MDR
Our letter~ m~cl rapoets ~re for the exclueive u~e of t~ cl~ to w~ t~y ~e ~r~ ~ ~ ~ ~ r~ SX~ ~
full wit~ t~ ap~ovN of t~ t~i~ ~W. T~ ~ ~ ~W m~ re~v~ ~ wrl~ ~d. u~ ~ ~ ~
~ply ~y to ~ ~p~ t~t~ ~ i~t~, ~ ~e ~t ~1¢~1~ of t~ q~R~ ~ ~ ~ic~ ~ ~1~ ~.
Huntingdon
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SERVICE: 4/28/95
REPORT NO.
PAGE 2
24164
REPORT OF TESTS
ADDITIONAL COMMENTS:
Sample location.-
Sampled 225 feet weet and 20 feet eaet of the mouthweet
building corner, 4 feet below exieting grade.
Technician: Max Richwine
Report Distribution:
(1) Gutf Bearing, Im:.
(1) 6romatzky, Dupree & Associates
(1) Brockette, Davis, Drake
(2) Rogers O~Brien
(1) Southwestern Labs
(1) City of Coppe[L
(1) City of CoppeLL
HUNTINGD~LABS
F. King Cook, P.E.
(1) Southwestern Labs
1006 MDR
full w~thout the approv~ of the t~t~ng .la~retoW. The u~ efe?. name muet recmve, our written ep~*_ o.v,m...u? ~ .~..arm re}~r~_
eppiy only to t~ ~ t~t~ ~/~ ~, ~ ~ ~t ~c~ of ~ q~ ~ ~Y ~1~ ~ ~ ~.
Huntingdon
Engineering and Sdence for a Safer Environment
Huntingdon ·Southwestem Laboratories
2575 Lone Star Dr. · P.O. Box 224227
Dallas, Texas 75222
Telephoto: (214) 631-27OO
FAX: (214) g20-1891
REPORT OF
MOISTURE-DENSITY RELATIONS
CLIENT:
Gulf Bearing, Inc.
Attn: Ross Ramsey
501 Industrial Blvd.
Grapevine, TX 76051
PROJECT: Gulf Bearing
Coppell, Texas
CLIENT NO.: 3200037
REPORT NO.: 24165
DATE OF SERVICE: 4/28/95
AUTHORIZATION: Ongoing
REPORT DATE: 5/02/95
SERVICES:
Obtain sample of material used for construction, prepare samples and
perform moisture-density relations test to establish the maximum density
and optimum moisture of the material.
CONTRACTOR: Rogers O'Brien
TEST FOR: Subgrade material
MATERIAL: Tan clay
METHOD OF TEST: ASTM D698, Method A
ASTM D4318, Proc. A
PROJECT DATA
DATE SAMPLED: 4/28/95
SAMPLED BY: Frank Tisdale, CET
SAMPLE LOCATION: See additional comments
Dry
Dens.
(pcf)
REPORT OF TESTS
10.r
I ~ :: :: %. i zs~o ~,, vo,0s CU"VE
...... ~_ _ :._ _ ._~._-~_ ~._. : i ;
:. i/., :ii
........................ : ...... ~ ........ i ......... i .................. i ................. ! ....... i ......... :: ................. ! ......... ? ........
10.'
101
97
93
13 15 17 19 21 23 25
MAXIMUM DENSITY, PCF: 100.0
OPTIMUM MOISTURE (%): 21.0
LIQUID LIMIT: 60
PLASTIC LIMIT: 2 6
PLASTICITY INDEX: 34
MOISTURE CONTENT [%)
Report Of Tests Continued On Page 2
1006 MDR
Our letter, and report~ are for the e~(. clulive u~e of the client t.o whom they Me ~1. reiMd ~ d~l not
full without the N~xovd of the testing .tab4xato~y The use m ~ must teem*ye..our written appre.vm, uur
apply ordy to the ~amp~e te~ted artdlo~ fftl~ected, arid are flo~ iflclicitlve of the que~t tN~ of I~)arefltly identical oc mmilar ptocluctl.
Huntingdon
Gulf Bearing, Inc.
CLIENT NO. 3200037
DATE OF SERVICE: 4/28/95
REPORT NO.
PAGE 2
24165
REPORT OF TESTS
ADDITIONAL COMMENTS:
Sample location:
Sampled 160 feet west and 50 feet south of the northeast
building corner, i foot below existing grade.
Technician: Max Richwine
Report Distribution: HUNTINGDO eSOUTHWES.T4~I~ LABS
(1) Gutf Bearing, Inc. (1) City of Copper[
(1) Gromatzky, Oupree & Associates (1) City of Coppett
(1) Brockette, Davis, Drake
(2) Rogers O'Brien F. K[ng-Cook~ P.E.
(1) Southwestern Labs
(1) Southwestern Labs
1006 MDR Our e~em. an4 reports ,e for the .xdu~ve -- of fl~e elint to whom they a~e ad~. re.ed egd' ah~l not b? ,$/w~ed~u~.~
full without the ~rov'd of the tearing laboratory. The use of ~ must recewe, ou~ wr~ ep~r., oy.al...uur. . .. r~
apply o~ly to the sample te~ted a~dlor inli)ectedo ~ ~'® not in~i¢ltlVO of the qulllt ~ of i~ently Klen~l~ or Ilmllll' pf'o~u~-;I.