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Coppell Ind 2-LR040621
GEOTECHNICAL AND [~ ~ Ir-1 U ~ ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Tradepoint Distribution Center Phase 2 Earthwork Bethel Road Coppell, Texas REPORTED TO: Hillwood Fund No. 1, LP 5430 LBJ Freeway, Suite 800 Dallas, Texas 75240 ATTN: Mr. Albert Jarrell CONTRACTOR: REPORT NO. 2 REPORT DATE: 06-21-04 REG PROJECT NO. 11300 TECHNICIAN: M. Lawson PAGE: 1 of 2 Proctor I ASTM No. Standard 1 D-698 2 D-698 3 D-698 4 D-698 5 D-698 Description Dark brown clay 19.1 100.7 Brown sandy clay 20.2 103.3 Dark brown clay 19.1 103.5 Yellow & light brown & grey clay 19.7 102.6 w/calcareous nodules Yellow & light brown sandy clay & shale 17.5 105.8 w/calcareous nodules Optimum Maximum Mo sture, % Density, PCF Test No. Date Location 17 05-25-04 Bldg Pad: 340'N 18 Bldg Pad: 380'N 19 Bldg Pad: 320'N 20 Bldg Pad: 350'N 21 Bldg Pad: 390'N 22 Bldg Pad: 320'N 23 Bldg Pad: 340'N 24 BIdg Pad: 380'N 25 Bidg Pad: 330'N 26 Bldg Pad: 425'N 27 Bldg Pad: 480'N 28 Bldg Pad: 415'N 29 Bldg Pad: 450'N 30 Bldg Pad: 490'N 31 Bldg Pad: 440'N 32 Bldg Pad: 450'N 33 Bldg Pad: 425'N 34 BId~l Pad: 475'N 50'E(1) 100'E(1) 150'E(1) 200'E(1) 250'E(1) 300'E(1) 350'E(1 ) 400'E(1 ) 440'E(1 ) 425'E(1 ) 375'E(1) 325'E(1) 275'E(1) 225'E(1) 175'E(1) 125'E(1) 75'E(1 ) 25'E(1) Depth Field Field Below Final S.G. Density Moisture Proctor Compaction (feet) (pcf) (%) ID Level (%) 3.0 94.9 24.7 1 94,3 3.0 93,0 26.5 1 92.4 3.0 96.3 25.8 1 95.6 3.0 97.1 24.0 1 96.4 3.0 94.4 25.0 1 93.7 3.0 95.2 24.7 1 94,5 3.0 96.5 23.8 1 95.8 3.0 93.6 25.9 I 92.9 3,0 93.1 26.2 I 92.5 3.0 97.8 23.8 1 97.1 3.0 97.5 23.1 1 96,8 3.0 96.1 24.1 1 95.4 3.0 94.7 25.5 1 94.0 3.0 93,8 25.7 I 93.2 3.0 94.6 25.1 1 93.9 3,0 95.2 24.8 I 94.5 3.0 96.5 23,5 1 95.8 3,0 97.8 22.6 1 97.1 Comments: Where tested, materials were in compliance with project specifications. Footnote: (1) Measurements referenced from the S.W. building corner. REPORT NO. 2 REPORT DATE: 06-21-04 REG PROJECT NO. 11300 PAGE: 2 of 2 Mail Distribution: (1) Hillwood Fund No. 1, LP/ Mr. Albert Jarrell (1) Hillwood Construction Services/ Mr. Ralph Rucker (1) R.G.A. Architects/Mr. Rick Gilliland (1) Halff Associates/ Mr. Stephen Crawford Submitted by: REED ENGINEERING GROUP, LTD. Keith E. Atkins Manager, CMT KEA/cn