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Minyard Site-LR080428 REED EnGinEERinG GEOTECHNICAL AND G R Cl U F' ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS 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 REPORT NO. 14 REPORT DATE: 04-28-08 REG PROJECT NO. 15324 TECHNICIAN: D. Gazley PAGE: 1. of 2 CONTRACTOR: C.F. Jordan Proctor No. 1 2 3 4 5 6 ASTM Standard 0-698 0-698 0-698 0-698 0-698 0-698 Descri tion Brown & yellow sandy clay Brown & yellow clay Oark brown clay Yellowish brown clay w/calcareous nodules Oark brown clay Yellowish brown clay w/limestone fra ments Optimum Moisture, % 19.9 17.6 22.8 28.7 19.4 22.8 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date location (feet) (DCf) . (%) ID level (%) 156 04-07-08 Paving: 60'N, 40'E(1) 2.0 92.7 26.0 6 92.9 - 157 Paving: 60'N, 40'E(1) 1.0 86.5 30.7 4 94.7- 158 Paving: 60'N, 40'E(1) 0.0 97.7 23.0 3 98.7 159 Paving: 80'S, 50'W(1) 2.5 92.0 24.9 6 92.2 - 160 Paving: 80'S, 50'W(1) 2.0 96.9 25.1 6 97.1 161 Paving: 80'S, 50'W(1) 1.0 95.4 25.3 6 95.6 162 Paving: 80'S, 50'W(1) 0.0 94.8 23.1 3 95.8 163 Paving: 360'S, 50'W(1) 2.0 101.5 21.5 1 98.0 164 Paving: 360'S, 50'W(1) 1.0 100.8 21.9 1 97.3 165 Paving: 530'S, 50'W(1) 2.0 104.0 21.9 5 97.9 166 Paving: 530'S, 50'W(1) 1.0 101.2 22.6 5 95.3 167 04-12-08 Bldg Pad A: B-12 4.0 84.7 32.7 4 92.8 168 Bldg Pad A: B-12 3.0 85.6 31.1 4 93.8 169 Bldg Pad A: B-12 2.0 87.0 30.9 4 95.3 170 Bldg Pad A: B-9 4.0 84.6 31.5 4 92.7 171 Bldg Pad A: B-9 3.0 85.1 33.0 4 93.2 172 Bldg Pad A: B-9 2.0 93.9 24.8 3 94.8 173 Bldg Pad A: B-6 4.0 84.9 32.8 4 93.0 174 Bldg Pad A: B-6 3.0 85.6 31.5 4 93.8 175 Bldg Pad A: B-6 2.0 84.7 33.0 4 92.8 176 Bldg Pad A: B-6 1.0 94.1 24.9 3 95.1 177 Bldg Pad A: B-4 4.0 84.6 32.3 4 92.7 178 Bldo Pad A: B-4 3.0 86.8 30.8 4 95.1 2424 STUTZ DR. . SUITE 400 . DALLAS. TX 75235 . TEl [214] 3505600 . 'AX [214] 3500019