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Freeport NIP(6)-LR 980605 (2)
GI:OTECHNICAL AND J~ J~J r~J LJ ~ ENVIRONHENTAL 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. 19 REPORT DATE: 06-05-98 REG PROJECT NO. 4252 TECHNICIAN: K. Graham PAGE: 1 of 2 CONTRACTOR: McFadden & Miller, Inc. 1 D-698 Dark brown clay 19.5 100.0 2 D-698 Reddish brown sandy clay w/dark gray clay 20.5 98.5 100 04-27-98 Bldg Pad: at K-1.5 0.0 95.1 23.7 1 95.1 101 Bldg Pad: at K-3.5 0.0 95.0 24,1 1 95.0 102 Bldg Pad: at L.5-2 0.0 95.5 23.5 1 95.5 103 Bldg Pad: at L.5-4 0.0 94.8 24.4 1 94.8 104 Bldg Pad: at N-3.5 0.0 95.2 23.9 1 95.2 105 Bldg Pad: at N-1.5 0.0 95.5 23.5 1 95.5 106 Bldg Pad: at P.5-2 0.0 95.4 23.7 1 95.4 107 Bldg Pad: at P.5-4 0.0 95.1 24.0 1 95.1 108 Bldg Pad: at R-3.5 0.0 95.0 24.2 1 95.0 109 Bldg Pad: at R-1.5 0.0 95.3 23.8 1 95.3 110 Bldg Pad: at S.5-2 0.0 95.1 24.1 1 95.1 111 Bldg Pad: at S.5-4 0.0 95.0 23.9 1 95.0 112 04-28-98 Storm Line E, STA. 2+00 0.0 97.3 21.1 1 97.3 113 Storm Line E, STA. 2+00 1.0 96.1 22.8 1 96.1 114 Storm Line E, STA. 2+00 2.0 95.7 23.5 1 95.7 115 Storm Line E, STA. 2+00 3.0 95.1 24.4 1 95.1 116 Storm Line E, STA. 3+50 0.0 96.5 22.6 1 96.5 117 Storm Line E, STA. 3+50 1.0 96.8 22.4 1 96.8 118 Storm Line E, STA. 3+50 2.0 95.9 23.1 1 95.9 119 Storm Line E, STA. 3+50 3.0 95.7 23.5 1 95.7 120 Storm Line E, STA. 3+50 4.0 95.6 23.7 1 95.6 121 Storm Line E, STA. 3+50 5.0 95.4 24.0 1 95.4 122 Storm Line E, STA. 3+50 6.0 95.2 24.4 1 95.2 123 Storm Line E, STA. 3+50 7.0 95.0 24.8 1 95.0 124 Storm Line E, STA. 5+00 0.0 96.5 22.7 1 96.5 2424 STUTZ DR. · SUITE400 · DALLAS, TX75235 · TEL[214] 350 5600 · F^X[214] 350 0019 REPORT NO. 19 REPORT DATE: 06-05-98 REG PROJECT NO. 4252 PAGE: 2 of 2 125 04-28-98 Storm Line E, STA. 5+00 1.0 96.1 23.0 1 96.1 126 Storm Line E, STA. 5+00 2.0 95.6 23.5 1 95.6 127 Storm Line E, STA. 5+00 3.0 95.3 23.9 1 95.3 128 Storm Line E, STA. 5+00 4.0 95.1 24.7 1 95.1 129 Storm Line E, STA. 6+50 0.0 95.8 22.5 1 95.8 130 Storm Line E, STA. 6+50 1.0 95.6 23.0 1 95.6 131 Storm Line E, STA. 6+50 2.0 95.5 23.3 1 95.5 132 Storm Line E, STA. 6+50 3.0 95.4 23.7 1 95.4 133 Storm Line E, STA. 6+50 4.0 95.2 24.1 1 95.2 134 Storm Line E, STA. 8+00 0.0 96.4 22.8 1 96.4 135 Storm Line E, STA. 8+00 1.0 95.8 23.5 1 95.8 136 Storm Line E, STA. 8+00 2.0 95.4 23.8 1 95.4 137 Water Line A, STA. 2+50 0.0 95.7 23.2 I 95.7 138 Water Line A, STA. 2+50 1.0 95.4 23.9 1 95.4 139 Water Line A, STA. 2+50 2.0 95.0 24.6 1 95.0 140 Water Line A, STA. 4+00 0.0 96.1 22.8 1 96.1 141 Water Line A, STA. 4+00 1.0 95.8 23.1 1 95.8 142 Water Line A, STA. 4+00 2.0 95.4 23.9 1 95.4 143 Water Line B, STA. 2+00 0.0 95.9 23.1 1 95.9 144 Water Line B, STA. 2+00 1.0 95.4 23.8 1 95.4 145 Water Line B, STA. 2+00 2.0 95.2 24.0 1 95.2 146 Water Line B, STA. 2+00 3.0 95.3 24.1 1 95.3 147 Paving: 100'S,50'E(1 ) 0.0 97.8 22.0 1 97.8 148 Paving: 200'S,40'E(1 ) 0.0 97.5 22.2 1 97.5 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from N.W. property corner. Distribution: (1) M.E.P.C. American Properties/ Mr. Robert Ahmuty (1) Meinhardt & Quintana/ Mr. David Meinhardt (1) McFadden & Miller/ Mr. Jon Jacobson (1) City of Coppell/Mr. Lee Stone (1) City of Coppell/Mr. Larry Davis Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Ronald F. Reed, P.E. AE/rls