Freeport NIP(5.1)-LR 970728 (2) GEOTECHNIICAL AND G R r-I U P
E N VIRONII"IE NTAL CONSULTANTS
REPORT OF FIELD DENSITY TESTS
Freeport North, Tract 5
Royal Lane and Gateview Boulevard
Coppell, Texas
REPORTED TO: M.E.P.C. American Properties, Inc. REPORT NO. 32
15303 Dallas Parkway, Suite 100, LB 10 REPORT DATE: 07-28-97
Dallas, Texas 75248 REG PROJECT NO. 2959.1
ATTN: Mr. Robert Ahmuty TECHNICIAN: B. Steadman
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
150 07-17-97 Grid Lines A.5-8.5(1 ) 4.0 93.9 21.2 1 94.6
151 Grid Lines A.6-9.0(1) 3.0 97.1 21.9 1 97.8
152 Grid Lines B.3-10.5(1) 2.0 92.0 25.3 1 92.6
153 Grid Lines B.8-10.8(1) 1.0 95.9 24.4 1 96.6
154 Grid Lines A.5-9.0(1 ) 0.0 91.4 27.8 1 92.0
155 Grid Lines B.5-10.5(1) 0.0 93.1 27.1 I 93.8
156 Line B, STA 0+75 4.0 92.3 25.8 1 98.2
157 Line B,STA 0+75 2.0 96.8 22.7 I 97.4
158 Line B, STA 2+25 4.0 95.7 24.3 1 96.3
159 Line B, STA 2+50 3.0 94.6 25.4 1 95.2
160 Line B, STA 3+00 2.0 96.1 24.2 1 96.7
161 Line B, STA 3+50 1.0 91.9 26.2 2 97.8
162 Line B, STA 4+00 0.0 90.5 27.4 2 96.3
163 Line B, STA 5+00 4.0 95.8 24.1 1 96.4
164 Line B, STA 5+00 3.0 93.2 23.9 2 99.1
165 Line B, STA 5+00 2.0 92.8 24.2 2 98.7
166 Line B, STA 5+00 1.0 97.8 21.8 1 98.3
167 Line B, STA 5+00 0.0 97.8 21.5 1 98.5
168 Line B, STA 7+50 2.0 91.5 26.6 2 97.3
169 Line B, STA 7+50 1.0 95.0 25.1 1 95.6
170 Line B, STA 7+50 0.0 96.8 23.2 1 97.4
171 Line B, STA 9+00 2.0 92.2 26.1 2 98.1
172 Line B, STA 9+00 1.0 91.2 27.0 2 97.0
173 Line B, STA 9+00 0.0 96.7 22.3 1 97.3
174 07-19-97 10'S,50'E(2) 1.0 94.4 26.3 1 95.1
175 10'S,100'E(2) 1.0 95.8 23.5 1 96.5 ---
2424 STUTZ DR. · SUITE400 · DALLAS. TX 75235 · TEL[214] 350 5600 · FAX [214] 350 0019
176 07-19-97 Line B, STA 3+25 2.5 94.8 23.2 2 100.9
177 07-21-97 50'N,20'W(3) 3.0 95.5 25.1 1 96.0
178 50'N,25'W(3) 2.0 96.7 24.9 I 97.2
179 50'N,30'W(3) 1.0 96.6 24.5 1 97.2
180 07-22-97 15'$, 160'E(2) 1.0 96.6 22.9 1 97.2
181 15'S,180'E(2) 2.0 95.1 23.1 1 95.7
182 15'S,190'E(2) 3.0 95.9 22.4 1 96.5
Comments: Where tested, materials were in compliance with project specifications.
Footnotes: (1) Tests performed on 4" sanitary sewer line backfill.
(2) Measurements referenced from S.W. building corner. Test performed on sanitary
sewer line backfill.
(3) Measurements referenced from S.E. building corner. Test performed on 4" sanitary
sewer line backfill.
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
(1) City of Coppell/Mr. Larry Davis
(1) City of Coppell/Mr. Lee Stone Ronald F. Reed, P.E.
RFR/ysh