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Coppell Ind 2-LR130325
REPORT OF FIELD DENSITY TESTS Tradepoint Center II Creekview Road & Freeport Parkway Coppell, Texas REPORTED TO:REPORT NO. Hillwood 272 3090 Olive Street, Suite 300 REPORT DATE: 03-25-13 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 (%) 6096 03-19-13 Building Pad: 1825‘N, 25‘W(1) 0.7 95.9 21.9 1 95.0 6097 Building Pad: 1820‘N, 100‘W(1) 0.7 96.3 21.7 1 95.3 6098 Building Pad: 1830‘N, 200‘W(1) 0.7 96.0 22.0 1 95.0 6099 Building Pad: 1825‘N, 300‘W(1) 0.7 95.8 22.3 1 94.9 6100 Building Pad: 1835‘N, 400‘W(1) 0.7 96.4 21.8 1 95.4 6101 Building Pad: 1825‘N, 520‘W(1) 0.7 96.1 21.9 1 95.1 6102 Building Pad: 1875‘N, 50‘W(1) 0.7 95.6 22.2 1 94.7 6103 Building Pad: 1870‘N, 150‘W(1) 0.7 96.2 21.7 1 95.2 6104 Building Pad: 1880‘N, 250‘W(1) 0.7 96.5 21.6 1 95.5 6105 Building Pad: 1875‘N, 350‘W(1) 0.7 95.7 22.1 1 94.8 6106 Building Pad: 1870‘N, 450‘W(1) 0.7 95.2 22.4 1 94.3 6107 Building Pad: 1880‘N, 550‘W(1) 0.7 95.9 21.7 1 95.0 6108 Paving: 15’N, 75’E(1) 1.0 95.0 22.3 6 95.5 6109 Paving: 15’N, 75’E(1) 0.0 94.8 22.4 6 95.3 6110 Paving: 100’N, 100’E(1) 0.0 96.1 22.1 1 95.1 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX REPORT NO. 272 REPORT DATE: 03-25-13 REG PROJECT NO. 18520 PAGE: 2 of 2 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 6111 03-19-13 Paving: 150’N, 75’E(1) 0.0 96.3 21.9 1 95.3 6112 Paving: 200’N, 100’E(1) 0.0 96.0 22.3 1 95.0 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 REED ENGINEERING GROUP, INC. 2424 Stutz, Suite 400 Dallas, Texas 75235 Zip code not valid!