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Vista Point II-LR050426ENVH~ONP1ENTA[ 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. 108 REPORT DATE: 04-26-05 REG PROJECT NO. 11685 TECHNICIAN: L. Rivera PAGE: 1 of 2 Proctor ASTM No. Standard Description Optimum Maximum Moisture, % Density, PCF 1 D-698 2 D-698 3 D-698 4 D-698 5 D-698 6 D-698 Dark brown clay Brown clay w/gravel Dark brown silty clay Dark brown clay w/trace of gravel Dark brown clay (lime-treated) Dark brown clay lime treated 21.2 99.7 16.3 107.3 20.0 100.4 22.2 95.9 22.3 95.5 22.7 96.4 Test No. Date Location 276 04-05-05 277 278 279 28O 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 Depth Below Field Field Final S.G. Density Moisture Proctor Compaction (feet) (pcf) (%) ID Leve (%) Exterior Leave-out: 5'N, 1'E(1) 0.0 96.8 23.5 1 Exterior Leave-out: 70'N, 1 'E(1 ) 0.0 97.0 23.1 1 Exterior Leave-out: 120'N, 1'E(1) 0.0 97.5 23.4 1 Exterior Leave-out: 1 'S, 10'W(1 ) 0.0 95.6 24.0 1 Exterior Leave-out: 1 'S, 70'W(1 ) 0.0 95.7 23.7 1 Exterior Leave-out: 1 'S, 140'W(1 ) 0.0 94.8 24.3 1 Exterior Leave-out: 1 'S, 200'W(1 ) 0.0 95.5 23.6 1 Exterior Leave-out: 10'S, 1'W(2) 0.0 97.2 21.7 1 Exterior Leave-out: 50'S, 1'W(2) 0.0 97.8 21.9 1 Exterior Leave-out: I'N, 15'W(3) 0.0 98.1 21.3 1 Exterior Leave-out: I'N, 100'W(3) 0.0 97.5 21.7 1 Exterior Leave-out: I'N, 170'W(3) 0.0 97.4 22.1 1 Exterior Leave-out: I'N, 210'W(3) 0.0 98.5 22.3 1 Interior Leave-out: I'N, 15'W(1) 0.0 97.1 23.4 1 Interior Leave-out: 1 'N, 100'W(1 ) 0.0 96.5 23.2 1 Interior Leave-out: I'N, 190'W(1 ) 0.0 94.9 24.2 1 Interior Leave-out: 10'S, 1'E(2) 2.0 94.8 24.5 1 Interior Leave-out: 30'S, 1'E(2) 2.0 95.3 25.0 1 Interior Leave-out: 1'S, 15'W(3) 0.0 96.7 23.7 1 Interior Leave-out: 1'S, 108'W(3) 0.0 97.3 23.4 97.1 97.3 97.8 95.9 96.0 95.1 95.8 97.5 98.1 98.4 97.8 97.7 98.8 97.4 96.8 95.2 95.1 95.6 97.0 97.6 Comments: Where tested, materials were in compliance with project specifications. 24245TUTZ DR. · SUITE 400 ,. DALLAS, TX 75235 ,' T~L [214] 350 5600" F^X [214] 3500019 REPORT NO. 108 REPORT DATE: 04-26-05 REG PROJECT NO. 11685 PAGE: 2 of 2 Footnotes: (1) Measurements referenced from S.E. building corner. (2) Measurements referenced from N.W. building corner. (3) Measurements referenced from N.E. building corner. Mail Distribution: (1) McHale Cadence McShane, Corporation/ Mr. Brandon Perdue (1) Jackson-Shaw Company/ Mr. Christopher Gardner (1) City of Coppell/Ms. Beverly Hurtsman (1) Good Fulton Farrell/Mr. Rick Myers (1) McHale Engineering/Mr. Gary (1) AECC, Inc./Mr. Chad Stephens Submitted by: REED ENGINEERING GROUP, LTD. Original Signed By Keith E. Atkins Manager, CMT BW/cn