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Vista Point II-LR041026 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. 5 REPORT DATE: 10-26-04 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 clay w/gravel 16.3 107.3 Depth Below Final Field Field Test S.G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) ID Level (%) 29 10-12-04 Building Pad: 12'S, 30'W(1) 2.0 94.7 23.2 1 95.0 30 Building Pad: 20'S, 15'W(1) 2.0 92.5 29.4 1 92.8 31 Building Pad: 30'S, 10'W(1) 2.0 93.3 22.9 1 93.6 32 Building Pad: 25'S, 30'W(1) 2.0 92.0 24.1 1 92.3 33 Building Pad: 30'S, 30'W(1) 2.0 92.9 26.0 1 93.2 34 Building Pad: 40'S, 40'W(1) 2.0 92.1 25.7 1 92.4 35 Building Pad: 40'S, 80'E(2) 2.0 101.7 18.5 2 94.8 36 Building Pad: 20'S, 60'E(2) 2.0 104.7 20.6 2 97.6 37 Building Pad: 10'S, 40'W(3) 1.0 102.8 20.8 2 95.8 38 Building Pad: 30'S, 30'E(2) 2.0 100.5 21.3 2 93.1 39 Building Pad: 20'S, 80'W(3) 1.0 101.7 19.5 2 97.8 40 Building Pad: 10'S, 20'E(2) 2.0 105.2 18.6 2 98.0 41 Building Pad: 15'S, 10'E(2) 2.0 103.1 209 2 96.0 42 Building Pad: 25'S, 60'W(4) 1.0 102.7 21.3 2 95.7 43 Building Pad: 30'S, 60'W(4) 2.0 100.7 19.4 2 93.8 44 Building Pad: 35'S, 60'W(4) 2.0 101.6 20.8 2 94.7 45 Building Pad: 40'S, 60'W(4) 2.0 J03.0 20.6 2 96.0 46 Building Pad: 30'S, 100'W(4) 1.0 100.8 18.8 2 93.9 47 Building Pad: 45'S, 150'W(4) 1.0 99.9 18.9 2 93.1 2424STUTZ DR. ,, SUITE400 ,. DALLAS, TX 75235 ,, TEL[214]3505600 ' F^X [2141350 0019 REPORT NO. 5 REPORT DATE: 10-26-04 REG PROJECTNO. 11685 PAGE: 2 of 2 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from N.E. corner of south building. (2) Measurements referenced from N.W. corner of east building. (3) Measurements referenced from N.E. corner of east building. (4) Measurements referenced from N.E. corner of west 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 BW/cdl GEOTECHNICALAND {~ ~ r~ I I p ENVIRONMENTAL CONSULTANTS 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. 4 REPORT DATE: 10-26-04 REG PROJECT NO. 11685 TECHNICIAN: M. Lawson & R. Whitaker PAGE: 1 of 2 Proctor ASTM Optimum Maximum No. Standard Description Mo sture, % Density, PCF I D-698 Dark brown clay 21.2 99.7 2 D-698 Brown clay w/gravel 16.3 107.3 Depth Below Final Field Field Test S.G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) ID Level (%) 9 10-08-04 Building Pad: 20'S, 20'E(1) 3.0 94.9 22.7 1 95.2 10 Building Pad: 100'S, 20'E(1) 2.5 93.4 24.8 1 93.7 11 Building Pad: 60'S, 75'E(1 ) 2.5 95.3 22.5 1 95.6 12 Building Pad: 30'S, 130'E(1) 2.5 93.9 24.1 1 94.2 13 Building Pad: 10'S, 150'E(1) 2.5 94.6 23.6 1 94.9 14 Building Pad: 10'S, 10'E(1) 1.5 92.1 24.7 1 92.4 15 Building Pad: 100'S, 90'W(2) 1.5 91.8 25.5 1 92.1 16 Building Pad: 20'S, 100'W(2) 1.5 92.7 25.0 1 93.0 17 Building Pad: 90'S, 170'W(2) 1.5 92.2 24.8 1 92.5 18 Building Pad: 25'S, 200'W(2) 1.5 91.8 23.9 1 92.1 19 Building Pad: 95'S, 210'W(2) 1.5 93.2 24.6 1 93.5 20 10-09-04 Building Pad: 33'NE, 63'SW(3) 2.0 96.3 22.1 1 96.6 21 Building Pad: 85'NE, 40'SW(3) 2.0 95.9 21.8 1 96.2 22 Building Pad: 70'SW, 40'SE(3) 2.0 97.2 21.9 1 97.5 23 Building Pad: 60'SW, 60'SE(3) 1.0 96.0 22.4 1 96.3 24 Building Pad: 30SW, 40'SE(3) 1.0 97.0 22.0 I 97.3 25 Building Pad: 10SW, 20'SE(3) 1.0 96.4 21.7 1 96.7 24245TUTZ DrY. ,, SUITE400 · DALLAS, TX 75235 · tEL[214] 3505600" F^X [214] 3500019 REPORT NO. 4 REPORT DATE: 10-26-04 REG PROJECTNO. 11685 PAGE: 2 of 2 Depth Below Final Field Field Test S.G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) ID Level (%) 26 10-11-04 Building Pad: 60'SW, 30'W(4) 4.0 101.9 23.8 2 94.9 27 Building Pad: 30'SW, 40'W(4) 4.0 102.4 23.5 2 95.4 28 Buildin~l Pad: 20'SE, 20'W(5) 3.0 92.6 26.0 1 92.9 Comments: Where tested, materials were in compliance with project specifications. Footnotes; (1) Measurements referenced from N.W. corner of east building. (2) Measurements referenced from N.E. corner of west building. (3) Measurements referenced from S.W. corner of east building. (4) Measurements referenced from N.E. corner of east building. (5) Measurements referenced from N.W. corner of north 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 BW/cdl