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Coppell Ind 2-LR130327 REPORT OF FIELD DENSITY TESTS Tradepoint Center II Creekview Road & Freeport Parkway Coppell, Texas REPORTED TO:REPORT NO. Hillwood 284 3090 Olive Street, Suite 300 REPORT DATE: 03-27-13 Dallas, Texas 75219 REG PROJECT NO. 18520 ATTN: Mr. Kerry Roetzel TECHNICIAN: J. Bowers PAGE: 1 of 2 CONTRACTOR: Hillwood Construction Services ProctorASTMOptimumMaximum No.StandardDescriptionMoisture, % Density, PCF 1 D-698 Dark brown clay 20.6 101.0 Light gray clay w/trace reddish brown sandy 2D-698clay 20.4100.7 Dark brown, light gray & reddish brown sandy 3D-698clay 19.9102.5 4 D-698 Reddish brown & light gray sandy clay 19.9 101.6 5 D-4254 Reddish brown sand with some small gravel Min. 81.2 D-4253(Relative Density) Max. 105.7 6 D-698 Dark brown clay (lime-treated) 21.3 99.5 7 D-698 Light brown clay (lime-treated) 24.3 94.7 8 D-698 Dark gray & dark brown clay (lime-treated) 28.0 86.2 9 D-698 Dark yellowish brown sandy clay w/calcareous 21.1 100.8 nodules 10 D-698 Flex base 15.6 117.4 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 6127 03-21-13 Building Pad: 1825‘N, 25‘W(1) 0.0 94.7 21.4 6 95.2 6128 Building Pad: 1825‘N, 100‘W(1) 0.0 95.6 20.9 6 96.1 6129 Building Pad: 1825‘N, 200‘W(1) 0.0 96.1 20.3 6 96.6 6130 Building Pad: 1825‘N, 300‘W(1) 0.0 95.0 21.2 6 95.5 6131 Building Pad: 1825‘N, 400‘W(1) 0.0 94.6 21.8 6 95.1 6132 Building Pad: 1825‘N, 520‘W(1) 0.0 95.3 21.1 6 95.8 6133 Building Pad: 1875‘N, 50‘W(1) 0.0 90.4 24.2 7 95.5 6134 Building Pad: 1875‘N, 150‘W(1) 0.0 91.2 23.8 7 96.3 6135 Building Pad: 1875‘N, 250‘W(1) 0.0 92.0 23.4 7 97.1 6136 Building Pad: 1875‘N, 350‘W(1) 0.0 90.7 24.1 7 95.8 6137 Building Pad: 1875‘N, 450‘W(1) 0.0 90.9 24.4 7 96.0 6138 Building Pad: 1875‘N, 550‘W(1) 0.0 91.6 23.9 7 96.7 6139 Sanitary Line Lat D-1: STA 1+25 1.0 97.7 21.5 3 95.3 6140 Sanitary Line Lat D-1: STA 1+26 0.0 98.0 21.0 3 95.6 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX REPORT NO. 284 REPORT DATE: 03-27-13 REG PROJECT NO. 18520 PAGE: 2 of 2 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from SE building corner. Submitted by: E-Mail Distribution: (1) Hillwood/Mr. Kerry Roetzel REED ENGINEERING GROUP, LTD. (1) Hillwood Construction Services/ Registration Number F-3114 Mr. Gary Jones (1) Halff Associates/Mr. Stephen Crawford (1) Halff Associates/Mr. Lance Clinton (1) Macgregor Associates/ Mr. Thomas Holland Bill Woolwine (1) Macgregor Associates/ Sr. Manager, CMT Mr. Lee Rader BW/cdl (1) City of Coppell/Mr. Lee Stone (1) City of Coppell/Mr. Michael Arellano (1) City of Coppell/Mr. Rick O’Dell (1) Ms. Sacha Miner