SC-Town Center E8-LR 930819Rone Engineers RoneE 'nears
Geotechnical Consultants
Materials Testing
Field Moisture/Density Test Report
P ro~ect
TO[~]' CENTE~ ELEM~NTz~:~.Y - COPPELL~ TEX~S Purchase Order
Number Samole Date iReport Date
D3080C-0_1-23892 AUGUST 12, 1993 ! AUGUST 19, 1993
To
COPPELL I · S · D.
Received From T echnic~an
JASON BRIMINGHAM
Test . I Mo,sture Ccntent (%) Density (pcf) i Percent
: Location i F!eid Optimum Proctor Field Density
52 27" STORM SEWER AT NE 23.0 24.7 93.7 88.5 95.0
CORNER OF PROPERTY
LIFT/DEPTH FINAL LIFT
MATERIAL DARK GRAY CLAY
Test Method Material
ASTM D 698 D 2922 D 3017
Remarks and/or Distribution
COPPELL I.S.D./MICKEY HARPER (1), CITY OF COPPELL/LARRY DAVIS (1),
K. A. SPARKS CONTRACTORS, INC./E. J. WILLIAMS (1), S.H.W. I.N.C./
MIKE ELMORE (1), S.H.W. I.N.C./JOE CRADDOCK, V.P. (1),
K. A. SPARKS CONTRACTORS, INC. / E. J. WILLIAMS (
!
Rone Engineers
[JMITATIONS: The test re~ult~ ore. anted herein were preoa,'e~3 based uoon the Specific samole~ orovide¢l for cest3n~l. We assume no re~onsibillb/for
vel'la[ion in qua.b/ [comoo$~tlon, aooearance. 13edormance, etc.) Or any of:her feature ot' similar suI3lect matter orOwOeO by persons or conqll:ions or;er wnich
we have no control. Our lettem ano reports are for the exclusive use o( ~Jle clients to WhOm they are addre~sect.