Freeport NIP(6)-LR 980512 (5) GEOTECHNICAL AND
ENVIRONMENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Freeport North, IV
Southwest Corner of Royal Lane and Northpoint Drive
Coppell, Texas
REPORTED TO: M.E.P.C. American Properties,Inc.
15301 Dallas Parkway
Suite 700, LB-10
Dallas, Texas 75248
ATTN: Mr. Robert Ahmuty
REPORT NO. 11
REPORT DATE: 05-12-98
REG PROJECT NO. 4252
TECHNICIAN: R. Bullion
PAGE: 1 of I
CONTRACTOR: McFadden & Miller, Inc.
i D:~98 ..... i~a'r:k'brown clay ...................... ,i'~i'~ ............................ :10010 '"
2 D-698 Reddish brown sandy clay w/dark gray clay 20.5 98.5
j.i.i.~!i.i.i.i .i.l.i.ij.~.i.l.i.i.i.i?.i.l.i.i.i.i.i.i.i.i.i.i.i.i.i.~~.....?:. !. ~. ::~ ::.::.. ::.:: .:: ::.:: ............ t~.'t."I ............... ::.........~.::..t~::.::?.::.::.~. ?.i~.i~i.i.i.i.i.i.i, i.i.i?.i.i.i.i, i i~.i.i.i.i.i.ij.i.liliiiiiiil
59 04-07-98 Storm Sewer: STA6+00 3.0 96.3 21.6 I 96.3
60 Storm Sewer: STA 6+00 2.0 97.7 19.8 1 97.7
61 Storm Sewer: STA 6+00 1.0 98.1 20.3 1 98.1
62 Storm Sewer: STA 6+00 0.0 96.0 22.9 1 96.0
63 Storm Sewer: STA 7+00 3.0 98.9 19.7 1 98.9
64 Storm Sewer: STA 7+00 2.0 97.3 20.4 1 97.3
65 Storm Sewer: STA 7+00 1.0 96.6 21.6 1 96.6
66 Storm Sewer: STA 7+00 0.0 98.1 19.3 1 98.1
67 Storm Sewer: STA 8+00 3.0 99.2 19.9 1 99.2
68 Storm Sewer: STA 8+00 2.0 95.9 22.0 1 95.9
69 Storm Sewer: STA 8+00 1.0 98.0 22.4 1 98.0
70 Storm Sewer: STA 8+00 0.0 96.8 21.7 1 96.8
Comments: Where tested, materials were in compliance with project specifications.
Distribution: (1)
(1)
(1)
(1)
(1)
M.E.P.C. American Properties/
Mr. Robert Ahmuty
Meinhardt & Quintana/
Mr. David Meinhardt
McFadden & Miller/
Mr. Jon Jacobson
City of Coppell/Mr. Lee Stone
City of Coppell/Mr. Larry Davis
Submitted by:
REED ENGINEERING GROUP, INC.
Original Signed By
Ronald F. Reed, P.E.
KNrls
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019