Freeport NIP(5.1)-LR 970809 GEOTECHNICAL AND G F~I I"1
ENVIRONI~IENTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Freeport North, Tract $
Royal Lane and Gateview Boulevard
Coppell, Texas
REPORTED TO: M.E.P.C. American Properties, Inc. REPORT NO. 37
15303 Dallas Parkway, Suite 100, LB 10 REPORT DATE: 08-09-97
Dallas, Texas 75248 REG PROJECT NO. 2959.1
ATTN: Mr. Robert Ahmuty TECHNICIAN: B. Steadman
S. Hope
B. Ray
CONTRACTOR: McFadden & Miller, Inc.
................. ............. ............................................... ............
1 D-698 Dark gray and brown clay 20.3 99.3
2 D-698 Dark gray clay (lime treated) 23.8 89.2
3 D-698 Yellowish-brown clay w/calcareous 19.0 103.0
nodules
183 07-09-97 Storm Line B, STA 6+00 0.0 94.9 26.6 1 95.5
184 Storm Line B, STA 6+00 1.5 96.2 23.7 1 96.8
185 Storm Line B, STA 6+00 3.0 94.6 24.3 1 95.2
186 Storm Line B, STA 6+00 4.5 94.7 23.5 1 95.3
187 Storm Line B, STA 6+00 6.0 95.8 27.0 1 96.4
188 Storm Line B, STA 7+00 3.0 94.9 25.5 1 95.5
189 Storm Line B, STA 9+00 3.0 94.6 24.4 1 95.2
190 07-10-97 50'S, 30'E(1) 4.0 95.9 24.0 1 96.5
191 150'S, 30'E(1) 3.0 96.3 23.4 1 96.9
192 250'S, 30'E(1) 2.0 96.1 23.0 1 96.7
193 325'S, 30'E(1) 1.0 96.2 22.7 1 96.8
194 07-28-97 Water Line B, STA 8+40 1.0 95.4 23.4 1 95.9
195 Water Line B, STA 5+85 2.0 95.0 22.1 1 95.4
196 Water Line B, STA 3+20 1.5 96.0 22.8 1 96.4
197 07-29-97 Line A, STA 2+95 6.0 94.8 26.1 1 95.5
198 Line A, STA 2+85 4.5 102.7 20.7 3 99.8
199 Line A, STA 2+75 2.2 98.9 20.1 3 96.1
200 Line A, STA 2+65 1.2 98.8 20.2 3 96.0
201 Line A, STA 2+50 0.0 97.8 21.6 3 95.0
202 07-30-97 Line A, STA 3+85 5.0 99.8 20.3 3 97.0
203 Line A, STA 3+95 3.5 98.6 21.6 3 95.8
204 Line A, STA 4+00 2.0 100.0 19.9 3 97.2
205 Line A, STA 4+10 1.0 99.1 21.5 3 96.3
2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · ~^X [214] 350 0019
206 Line A, STA 4+15 0.0 100.0 20.3 3 97.2
207 07-31-97 Line A, STA 6+00 6.0 98.5 22.1 3 95.7
208 Line A, STA 5+95 5.0 94.5 25.6 1 95.2
209 07-31-97 Line A STA 5+90 3.5 98.2 20.0 3 95.4
210 Line A STA 5+85 2.0 96.1 23.2 1 96.8
211 Line A STA 5+80 1.0 96.1 22.7 1 96.8
212 Line A STA 5+75 0.0 96.2 22.8 1 96.9
213 08-01-97 Line A STA 8+00 3.0 102.3 19.8 3 99.4
214 LineA STA 7+95 1.5 101.8 19.0 3 98.9
215 Line^ STA 7+90 0.0 98.7 19.0 3 95.9
Comments: Where tested, materials were in compliance with project specifications.
Footnotes: (1) Measurements referenced from N.W. building corner (4" plumbing line).
Distribution: (1) M.E.P.C. American Properties, Inc./ Submitted by:
Mr. Robert Ahmuty
(1) McFadden & Miller, Inc./ REED ENGINEERING GROUP, INC.
Mr. Jon Jacobson
(1) Meinhardt & Quintana/ Original Signed By
Mr. David Meinhardt
~) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone Ronald F. Reed, P.E.
RFR/apr