Minyard Site-LR080424
REEO EnGinEERinG
GEOTECHNICAL AND G R CJ U F'
ENVIRONMENTAL CONSULTANTS
REPORT OF OPTIMUM MOISTURE/MAXIMUM DENSITY CURVE
Freeport Crossing
Freeport Parkway and Bethel Road
Coppell, Texas
REPORTED TO: KTR Coppell, LLC
c/o Pritchard Associates
2500 Routh Street
Dallas, Texas 75201
ATTN: Mr. Roger Dahlin
CONTRACTOR: C.F. Jordan
Curve
No.
Soil Classification
Brown clay w/some
gravel & limestone
fra ments
7
100.5
~ 99.5
~ 98.5
~ 97.5
W96.5
P 95.5
~ 94.5
93.5
22.0
24.0
Moisture Content (%)
26.0
Proctor T e
ASTM D-698
Mail
Distribution: (1) KTR Coppell/LLCI
Mr. Matthew Taylor
(1) City of Coppell/Mr. Lee Stone
(1) O'Brien & Associatesl
Mr. Richard Nordyke
(1) Technistructures, Inc.l
Mr. Dennis Gant
(1) C.F. Jordan/Mr. Steve Lawrence
E-Mail
Distribution: (1) Pritchard Associatesl
Mr. Roger Dahlin
(1) Pritchard Associatesl
Ms. Rhonda Hargrove
(1) City of Coppell/Ms. Carol Dye
t4.5
4.0
3.5
r'o
f,2.5
.0
1.5
~1.0
22.0
REPORT NO. 13
REPORT DATE: 04-24-08
REG PROJECT NO. 15324
SAMPLE DATE: 03-31-08
Optimum
Moisture, %
Maximum
Densi , cf
24.0
100.5
24.0
Moisture Content (%)
26.0
Submitted by:
REED ENGINEERING GROUP, LTD.
~ 1J4~~
Bill Woolwine
Sr. Manager, C.M.T.
BW/cdl
2424 STUTZ DR. . SUITE 400 . DALLAS,TX75235. TEL [214] 3505600 . FAX [214]3500019