Northlake 635(5)-LR110926 (2) R I EI IGIr1 IfnE
GEOTECHNICAL AND G FR Q L I P
ENVIRONMENTAL CONSULTANTS
REPORT OF OPTIMUM MOISTURE /MAXIMUM DENSITY CURVE
Lakeshore Paving Addition
Lakeshore Drive and Crestside Drive
Coppell, Texas
REPORTED TO: Mobley - Speed REPORT NO. 1
4699 Production Drive REPORT DATE: 09 -26 -11
Dallas, Texas 75235 REG PROJECT NO. 17715
ATTN: Mr. David Rupley SAMPLE DATE: 09 -01 -11
I Curve Optimum Maximum Density,
1 No. Soil Classification Proctor Type Moisture, % pcf ASTM D - 698
1 Brown sandy clay 18.8 102.3
102.5 X4.5 • •
a 101.5 4.0
ii) rn100.5 ? 3.5 --
g 99.5 3.0
c 2.5
p 98.5 a
a .. 2.0
a�
E 97.5 6 1.5 - \ \ I :
96.5 I a 1.0
15.0 17.0 19.0 21.0 23.0 15.0 17.0 19.0 21.0 23.0
Moisture Content ( %) Moisture Content ( %)
Mail Submitted by:
Distribution: (1) Mobley- Speed /Mr. David Rupley
REED ENGINEERING GROUP, LTD.
E -Mail Registration Number F -3114
Distribution: (1) Mobley-Speed/Mr. David Rupley /L ��
Zt.%co ‘,.--%_....
Bill Woolwine
Sr. Manager, C.M.T.
BW /cdl
2424 STUTZ DR. • SUITE 400 • DALLAS, IA /JLiJ • TEL [214] 350 5600 • FAX [214f 350 001Y