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Vista Point 2R-LR070116 Proctor ASTM No. Standard 1 0-698 2 0-698 3 0-698 4 0-698 5 0-698 Descri tion Brown sandy clay w/rock Oark gray clay Oark brown sandy clay (lime-treated) Brown sandy clay w/aggregate (Iime- treated) Brown cia lime-treated REED EnGinEERinG GEOTECHNICAL AND G R 0 U F' ENVIRONMENTAL CONSULTANTS REPORT NO. 91 REPORT DATE: 01-16-07 REG PROJECT NO. 13581 TECHNICIAN: D. Gazley PAGE: 1 of 1 Optimum Moisture, % 12.3 27.5 22.8 18.1 21.8 98.6 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date location feet c % ID level % 159 01-09-07 Paving: 30'S, 60'E(1) 0.0 108.9 16.2 1 98.7 160 Paving: 30'S, 2'E(1) 0.0 107.7 15.9 1 97.6 161 Paving: 1 OO'N, 40'W(2) 0.0 109.4 13.6 1 99.2 162 Paving: 160'N, 40'W(2) 0.0 109.5 12.9 1 99.3 163 Paving: 240'N, 20'E(2) 0.0 108.8 14.1 1 98.6 164 Paving: 170'N, 20'E(2) 0.0 109.5 13.8 1 99.3 165 Paving: 140'N, 25'E(2) 0.0 107.1 15.0 1 97.1 166 Pavin : 80'N, 20'E 2 0.0 108.1 14.7 1 98.0 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from S.W. corner of Building 4. (2) Measurements referenced from N.W. building corner. Extranet Distribution: (1) Jackson Shaw Company/ Mr. Christopher Gardner (1) AECC, Inc.lMr. Todd Waters (1) Jackson Shaw Company Ms. Michelle Graham Mail Distribution: (1) Bullard Construction, Inc.l Mr. Keith McMahon (1) City of Coppell/Mr. Keith Marvin Submitted by: REED ENGINEERING GROUP, LTD. Original Signed By Bill Woolwine Sr. Manager, CMT BW/mg 2424 STUTZ DR. . SUITE 400 . DALLAS. TX 75235 . TEL [214] 3505600 . fAX [214J 3500019