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Coppell Ind 2-LR040623
REPORT NO. 8 REPORT DATE: 06-23-04 REG PROJECT NO. 11300 PAGE: 2 of 2 Test No. Date Location 56 05-27-04 BIdg Pad: 320'N, 175'W(1) 2.5 57 Bldg Pad: 350'N, 225'W(1) 2.5 58 Bldg Pad: 300'N, 275'W(1) 2.5 59 Bldg Pad: 325'N, 325'W(1) 2.5 60 Bldg Pad: 350'N, 375'W(1) 2.5 61 Bldg Pad: 310'N, 425'W(1) 2.5 62 Bldg Pad: 425'N, 425'W(1) 2.5 63 Bldg Pad: 400'N, 375'W(1) 2.5 64 Bldg Pad: 450'N, 325'W(1) 2.5 65 Bldg Pad: 390'N, 275'W(1) 2.5 66 Bldg Pad: 440'N, 225'W(1) 2.5 67 Bldg Pad: 400'N, 175'W(1 ) 2.5 68 Bldg Pad: 460'N, 125'W(1) 2.5 69 Bldg Pad: 380'N, 75'W(1) 2.5 70 BId~l Pad: 450'N, 25'W(1) 2.5 Depth Proctor Compaction Below I Field I Field Final S.G. Density Moisture (feet) (pcf) (%) ID Leve (%) 95.6 25,2 2 92.5 96.9 23.8 2 93.8 94.4 24.7 2 95.6 100.0 25.6 2 96.8 96.6 25.6 2 93.5 97.8 24.7 2 94.7 99.3 24.1 2 96.1 98.7 23.2 2 95.5 95.8 25.8 2 92.8 97.4 26.2 2 94.3 95.0 25.5 2 92.0 95.0 24.8 2 92.0 97.1 23.9 2 94.0 97.9 23.5 2 94.8 98.3 24.5 2 95.2 Comments: Where tested, materials were in compliance with project specifications. Footnote: (1) Measurements referenced from S.E. corner of Building 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. Odginal Signed By Keith E. Atkins Manager, CMT KEA/cn GEOTECHNICAL AND ENVIRONI~ENTAL 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: Hillwood Construction Services Proctor ASTM No. Standard Description Dark brown clay Brown sandy clay Dark brown clay Yellow & light brown & gray clay w/calcareous nodules Yellow & light brown sandy clay & shale w/calcareous nodules REPORT NO. 8 REPORT DATE: 06-23-04 REG PROJECT NO. 11300 TECHNICIAN: M. Lawson PAGE: 1 of 2 Optimum Maximum Moisture, % Density~ PCF 1 D-698 2 D-698 3 D-698 4 D-698 5 D-698 19.1 100.7 20.2 103.3 19.1 103.5 19.7 102.6 17.5 105.8 rest No. Date Location 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 05-27-04 Depth Below Final $. G. (feet) Bldg Pad: 100'N, 50'W(1) 2.5 Bldg Pad: 125'N, 100'W(1) 2.5 Bldg Pad: 150'N, 150'W(1) 2.5 Bldg Pad: 120'N, 200'W(1) 2.5 Bldg Pad: 90'N, 250'W(1) 2.5 Bldg Pad: 140'N, 300'W(1) 2.5 Bldg Pad: 120'N, 330'W(1) 2.5 Bldg Pad: 100'N, 400'W(1 ) 2.5 Bldg Pad: 150'N, 440'W(1 ) 2.5 Bldg Pad: 220'N, 425'W(1) 2.5 Bldg Pad: 250'N, 375'W(1) 2.5 Bldg Pad: 200'N, 325'W(1) 2.5 Bldg Pad: 250'N, 275'W(1 ) 2.5 Bldg Pad: 225'N, 225'W(1 ) 2.5 Bldg Pad: 240'N, 175'W(1) 2.5 Bldg Pad: 260'N, 125'W(1) 2.5 Bldg Pad: 200'N, 75'W(1) 2.5 Bldg Pad: 250'N, 25'W(1) 2.5 Bldg Pad: 225'N, 25'W(1) 2.5 Bldg Pad: 300'N, 75'W(1) 2.5 Bldg Pad: 370'N, 125'W{1) 2.5 Field Field Proctor Compaction Density Moisture (pcf) (%) ID Leve (%) 95.4 24.3 2 92.4 97.9 25.2 2 94.8 96.7 23.6 2 93.6 96.1 25.7 2 93.0 95.0 25.1 2 92.0 95.9 24.1 2 92.9 98.7 24.8 2 95.6 97.2 24.8 2 94.1 97.2 23.6 2 94.1 98.9 26.2 2 95.8 98.2 25.1 2 95.1 97.5 25.9 2 94.4 95.7 25.2 2 92.7 95.2 25.8 2 92.2 99.3 23.2 2 96.1 97.4 24.3 2 94.3 95.0 24.5 2 92.0 96.6 25.0 2 93.5 97.4 25.3 2 94.3 97.1 25.4 2 94.0 97.7 24.3 2 94.6