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Vista Point II-LR041210 REPORT OF FIELD DENSITY TESTS Vista Point II, Phase I Highway 121 and MacArthur Boulevard Coppell, Texas REPORTED TO: Cadence McShane, Corporation 14860 Montfort Drive, Suite 270 Dallas, Texas 75254 ATTN: Mr. Brandon Perdue CONTRACTOR: Cadence McShane, Corporation REPORT NO. 7 REPORT DATE: 12-10-04 REG PROJECT NO. 11685 TECHNICIAN: R. Whitaker PAGE: 1 of 2 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 day w/gravel 16.3 107.3 TestBelow Depth Field Field Final S.G. Density Moisture Proctor No. Date Location (feet) (pcf) (%) ID 57 10-14-04 West Pad: 20'S, 30'E(1) 0.0 102.9 19.4 2 58 West Pad: 40'S, 60'E(1) 0.0 101.4 18.5 2 59 West Pad: 60'S, 90'E(1) 0.0 99.8 18.6 2 60 West Pad: 10'S, 20'W(2) 0.0 100.6 19.1 2 61 West Pad: 30'S, 40'W(2) 0.0 103.1 18.7 2 62 West Pad: 45'S, 75'W(2) 0.0 99.1 20.1 2 63 East Pad: 5'S, 30'W(2) 2.0 99.6 19.9 2 64 East Pad: 10'S, 60'W(2) 2.0 100.1 20.1 2 65 East Pad: 20'S, 80'W(2) 2.0 103.2 21.3 2 66 East Pad: 25'S, 60'E(1) 2.0 100.8 20.0 2 67 East Pad: 35'S, 100'E(1) 2.0 101.6 19.7 2 68 East Pad: 70'S, 20'E(1) 2.0 102.2 20.3 2 69 South Pad: 10'S, 30'W(2) 2.5 91.9 22.4 1 70 South Pad: 30'S, 60'W(2) 2.5 93.6 25.8 1 71 South Pad: 180'S, 40'E(1) 3.0 92.3 24.8 1 72 South Pad: 195'S, 70'E(1) 3.0 92.7 23.6 1 73 10-16-04 Paving: 40'N, 80'W(2) 1.5 94.8 23.8 1 74 Paving: 40'N, 40'W(2) 1.5 95.3 22.9 1 75 Site Fill: 300'E(3) 2.3 94.9 24.7 1 76 Site Fill: 350'E(3) 2.8 96.1 23.5 1 77 10-18-04 North Pad: 15'S, 25'W(2) 3.0 96.0 23.8 1 78 North Pad: 20'S, 50'W(2) 3.0 96.6 24.7 1 79 North Pad: 10'S, 75'W(2) 3.0 95.8 23.3 1 80 North Pad: 15'S, 120'W(2) 3.0 96.9 23.6 1 81 North Pad: 25'S1160'W(2) 3.0 97.3 24.9 1 82 North Pad: 20'S, 200'W(2) 3.0 97.8 22.3 1 ,'ompaction Level (%) 95.9 94.5 93.0 93.8 96.0 92.3 92.8 93.3 96.2 93.9 94.7 95.2 92.1 93.9 92.6 93.0 95.1 95.6 95.2 96.4 96.2 96.8 96.0 97.1 97.5 98.0 2424STUTZ DR. · SUITE 400 · DALLAS, TX 75235 ,, TEL [214] 350 5600 * F^X [214] 350 0019 REPORT NO. 7 REPORT DATE: 12-10-04 REG PROJECT NO. 11685 PAG E: 2 of 2 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from N.W. building corner. (2) Measurements referenced from N.E. building corner. (3) Measurements referenced from N.E. corner of east building. 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 AE/cn