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Minyard Site-LR080513 REED I EnGinEERinG GEOTECHNICAL AND II G R CI LI P 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. 20 REPORT DATE: 05-13-08 REG PROJECT NO. 15324 TECHNICIAN: D. Gazley PAGE: 1 of 3 CONTRACTOR: C.F. Jordan Proctor ASTM Optimum No. Standard Descri tion Moisture, % 1 0-698 Brown & yellow sandy clay 19.9 2 0-698 Brown & yellow clay 17.6 3 0-698 Dark brown clay 22.8 4 0-698 Yellowish brown clay w/calcareous nodules 28.7 5 0-698 Dark brown clay 19.4 6 0-698 Yellowish brown clay w/limestone 22.8 fra ments Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location feet c % 10 Level % 307 04-21-08 Paving: 600'8, 20'W(1) 0.0 87.2 31.6 4 95.5 308 Paving: 450'S, 20'W(1) 0.0 87.1 31.7 4 95.4 309 Paving: 350'S, 20'W(1) 2.0 104.8 18.8 2 97.9 310 Paving: 350'S, 20'W(1) 1.0 104.5 19.0 2 97.7 311 Paving: 350'8, 20'W(1) 0.0 98.2 23.8 3 99.2 312 Paving: 250'S, 20'W(1) 2.0 99.2 21.8 1 95.8 313 Paving: 250'S, 20'W(1) 1.0 95.2 24.7 3 96.2 314 Paving: 250'S, 20'W(1) 0.0 97.5 23.5 3 98.5 315 Paving: 600'S, 80'E(2) 3.0 96.7 24.0 3 97.7 (*) 316 Paving: 480'8, 80'E(2) 3.0 96.1 24.8 3 97.1 (*) 317 Paving: 150'S, 80'E(2) 3.0 96.3 23.9 3 97.3(*) 318 Paving: 100'N, 200'E(2) 5.0 94.5 25.2 3 95.5 (*) 319 04-22-08 Bldg Pad B: A.1-6 3.0 85.8 31.3 4 94.0 320 Bldg Pad B: A.1-6 2.0 99.0 22.6 1 95.6 321 Bldg Pad B: B-6 3.0 85.7 31.4 4 93.9 322 Bldg Pad B: B-6 2.0 93.7 25.8 3 94.6 323 Bldg Pad B: C-6 3.0 84.8 31.6 4 92.9 324 Bldg Pad B: C-6 2.0 95.0 25.0 3 96.0 325 Bldg Pad B: 0-6 3.0 98.6 22.3 1 95.2 326 Bldg Pad B: 0-6 2.0 99.2 22.5 1 95.8 327 Bid Pad B: 0.8-6 3.0 84.9 33.6 4 93.0 2424 STUTZ DR. . SUITE 400 . DALLAS. TX 75235 . TEl [214J 3505600 . FAX [214J 3500019