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Minyard Site-LR080925 REED EnGinEERinG GEOTECHNICAL AND G R Cl LJ 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 A TTN: Mr. Roger Dahlin REPORT NO. 202 REPORT DATE: 09-25-08 REG PROJECT NO. 15324 TECHNICIAN: D. Gazley PAGE: 1 of 2 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 Oark brown clay 22.8 4 0-698 Yellowish brown clay w/calcareous nodules 28.7 5 0-698 Oark brown clay 19.4 6 0-698 Yellowish brown clay w/limestone 22.8 fragments 7 0-698 Brown clay w/some gravel & limestone 24.0 100.5 fragments 8 0-698 Oark brown clay 21.9 98.2 9 0-698 Brown clay (lime-treated) 20.1 99.2 10 0-698 Reddish brown clayey sand (imported) 14.0 114.8 11 0-698 Oark brown clay (lime-treated) 26.4 92.2 12 D-698 Oark brown clay (lime-treated) 19.7 104.4 13 0-698 Rec cled concrete 15.4 115.1 Depth Below Test Final S. G. Proctor Compaction No. Date Location feet 10 Level % 770 08-28-08 Approach: 130'N, 500'W(1) 0.0 13 82.9 (*) 771 Approach: 90'N, 150'W(1) 0.0 13 85.6(*) 772 Approach: 85'N, 60'E(2) 0.0 13 66.4 (*) 773 Turn Lane: 700'N, 650'E(3) 0.0 13 85.0 * (*) Indicates failing test, not retested as of this report. Footnotes: (1) Measurements referenced from N.W. corner of existing building. (2) Measurements referenced from S.W. corner of existing building. (3) Measurements referenced from S.E. corner of Freeport Drive. 2424 STUTZ DR. . SUITE 400 . DALLAS. TX 75235 . TEl [214J 3505600 . FAX [214] 3500019