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Vista Point II-LR041103 Vista Point II, Phase I  ~.- Highway 12'1 and MacArthur Boulevard Coppell, Texas REPORTED Cadence McShane, Corporation 14860 Montfort Drive, Suite 270 Dallas, Texas 75254 ATTN: Mr. Brandon Perdue CONTRACTOR: Cadence McShane, Corporation REPORT NO. 3 REPORT DATE: 11-03-04 REG PROJECT NO. 11685 TECHNICIANS: F. Thornton & M. Lawson PAGE: 1 of 1 Proctor ASTM Optimum Maximum No. Standard Description Mo sture, % Density, PCF 1 D-698 Dark brown clay 21.2 99.7 2 D-698 Brown clay w/gravel 16.3 107.3 1 2 3 4 5 6 7 8 Field Field Density Moisture Date Location (pcf) 10-06-04 B[dg Pad: 30'S, 50'E(1) 91.8 26.2 Bldg Pad: 110'S, 50'E(1) 93.4 24.9 Bldg Pad: 20%, 120'E(1) 92.2 26.0 BIdg Pad: 90'S, 120'E(1) 93.4 25.3 Bldg Pad: 100%, 180'E(1) 93.1 25.2 Bldg Pad: 40%, 200'E(1 ) 94.7 23.7 BIdg Pad: 25'S, 250'E(1) 94.4 24.0 Bldg Pad: 110%, 250'E(1/ 93.4 24.2 Depth Below Final S. G. (feet) 3.5 3.0 3.3 3.5 3.0 3.8 3.1 2.5 "rt;t°r 1 92.1 1 93.7 1 92.5 1 93.7 1 93.4 1 95.0 1 94.7 1 93.7 Comments: Where tested, materials were in compliance with project specifications. Footnote: (1) Measurements referenced from N.W. east building corner. Mail Distribution: (1) Cadence McShane, Corporation/ Mr. Brandon Perdue (1) Jackson-Shaw Company/ Mr. Christopher Gardner (1) City of Coppell/Ms. Beverly Hurtsman Submitted by: REED ENGINEERING GROUP, LTD. Original Signed By Keith E. Atkins Manager, CMT BW/cn 2424 STUTZ DR. * SUITE 400 * DALLAS, TX 75235 * TEL [214J 3505600 * F^× [214] 3500019