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Coppell Ind 2-LR040917
I~1 E~E~~'-I j ~:rr-j [~ I r'l I='" I~' I:=R Ir'l r-~ GEOTECHNICAL AND r~ Fq r-1 i i F~ EN¥1RONNENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Tradepoint Distribution Center Phase 2 Earthwork Bethel Road Coppell, Texas REPORTED TO: Hiliwood Fund No. 1, LP 5430 LBJ Freeway, Suite 800 Dallas, Texas 75240 ATTN: Mr. Albert Jarrell CONTRACTOR: Hillwood Construction Services REPORT NO. 26 REPORT DATE: 09-17o04 REG PROJECT NO. 11300 TECHNICIAN: R. Whitaker PAGE: 1 of 1 5 D-698 ProctorI ASTM J Optimum Maximum No. Standard Description Mo sture, % Density, PCF 1 D-698 Dark brown clay 19,1 100.7 2 D-698 Brown sandy clay 20.2 103.3 3 D-698 Dark brown clay 19.1 103.5 4 D-698 Yellow & light brown & gray clay 19.7 102.6 w/calcareous nodules Yellow & light brown sandy clay & shale w/calcareous nodules 17.5 105.8 Depth I Proctor Compaction Below I Field Field Final S.G. Density Moisture (feet) (pcfl (%) ID Leve (%) Date Location )58 08-10-04 BIdg Pad: 600'N, 300'E(1) 1.5 101.8 20.9 4 99.2 959 Bldg Pad: 575'N, 140'E(1) 1.5 100.4 20.2 4 97.8 960 Bldg Pad: 580'N, 100'W(2) 1.5 98.1 20.0 4 95.6 961 BIdg Pad: 525'N, 50'E(1) 1.5 96.6 20.7 4 94.1 962 Bldg Pad: 510'N, 400'W(2) 1.5 98.0 21.8 4 95.5 963 Bldg Pad: 500'N, 275'W(2) 1.5 98.2 24.4 4 95.7 964 08-12-04 BIdg Pad: 480'N, 215'E(1) 2.0 102.4 21.8 2 99.1 965 Bldg Pad: 430'N, 320'W(2) 2.0 100.1 21.6 2 96.9 966 Bldg Pad: 410'N, 415'W(2) 2.0 96.3 24.3 4 93.8 967 Bldg Pad: 400'N, 205'W(2) 2.0 99.4 21.6 2 96.2 968 Bldg Pad: 495'N, 500'E(1) 2.0 98.7 21.2 4 96.1 969 Bldg Pad: 460'N, 150'E(1) 1.5 101.1 22.2 2 97.8 970 Bldg Pad: 420'N, 100'W(2) 1.5 99.6 23.1 2 96.4 971 Bldg Pad: 410'N, 180'E(1) 1.5 98.8 23,5 2 95,6 972 Bldg Pad: 475'N, 360'E(1) 1.5 99.0 24.6 4 96.4 973 BId~l Pad: 440'N, 225'E(1 ) 1.5 99.2 20,7 4 96,4 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from S.W. building corner. (2) Measurements referenced from S.E. building corner. Mall Submitted by: Distribution: (1) Hillwood Fund No. 1, LP/ REED ENGINEERING GROUP, LTD. Mr. Albert Jarrell (1) Hillwood Construction Services/ Odginal Signed By Mr. Ralph Rucker (1) R.G.A. Architects/Mr. Rick Gilliland Keith E. Atkins (1) Halff Associates/ Manager, CMT Mr. Stephen Crawford BW/cn