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Coppell Ind 2-LR040910
GEOTECHNICALAND r~ F~ r-I I I F:~ ENVIRONF1ENTAL 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 1 D-698 2 D-698 3 D-698 4 D-698 5 D-698 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, 28 REPORT DATE: 09-10-04 REG PROJECT NO. 11300 TECHNICIAN: R. Whitaker PAGE: 1 of 2 Optimum Maximum Moisture~ % Density, PCF 19.1 100.7 20.2 103.3 19.1 103.5 19.7 102.6 17.5 105.8 Test I Depth Below Field Field Final S.G. Density Moisture No. D=_te Location (feet) (pcf) (%) 984 08-17-04 Bldg Pad: 590'N, 180'W(1) 1.0 98,7 1.0 97.0 985 Bldg Pad: 580'N, 250'E(2) 986 Bldg Pad: 600'N, 400'E(2) 987 Bldg Pad: 625'N, 330'W(1 ) 988 Bldg Pad: 610'N, 100'E(2) 989 BIdg Pad: 615'N, 275'E(2) 990 08-18-04 Bldg Pad: 690'N, 210'E(2) 991 Bldg Pad: 700'N, 300'W(1 ) 992 Bldg Pad: 650'N, 425'W(1) 993 Bldg Pad: 685'N, 400'W(1 ) 904 Bldg Pad: 640'N, 110'E(2) 995 Bldg Pad: 620'N, 30'E(2) 996 Bldg Pad: 705'N, 220'E(2) 997 BIdg Pad: 695'N, 20'W(1) 998 Bldg Pad: 660'N, 150'E(2) 999 Bldg Pad: 675'N, 400'W(1) 1000 BIdg Pad: 655'N, 260'E(2) 1001 Bldg Pad: 703'N, 100'E(2) 1002 Bldg Pad: 710'N, 90'E(2) 1003 BId~l Pad: 680'N, 50'W(1 ) 1.0 97.6 2.5 98.2 2.5 96.9 2.5 98.7 2.5 97.9 2.5 101.0 2.5 98.5 2.0 98.0 2.0 99.0 2.0 97.8 2.0 100.9 2.0 99.6 1.5 99.2 1.5 98.7 1.5 101.8 1.5 99.1 1.5 103.8 1.0 100.1 Proctor Compaction ID Level (%) 19.8 4 96.1 20.0 4 94.5 19.7 4 95.1 24.0 2 95.0 25.0 2 93.8 22.4 2 95.5 17.9 5 92.5 21.8 5 95.4 18.4 5 93.1 17.5 5 92.6 18.1 5 93.5 18.7 5 92.4 19.2 5 95.3 17.6 5 94.1 21.8 5 93.7 20.0 5 93.2 19.3 5 96.2 17.8 5 93.6 17.5 5 98.1 18.2 5 94.6 REPORT NO. 28 REPORT DATE: 09-10-04 REG PROJECT NO. 11300 PAGE: 2 of 2 Test No. Date Location 1004 08-18-04 Bldg Pad: 645'N, 300'W(1) 1005 Bldg Pad: 630'N, 175'E(2) 1006 BIdg Pad: 690'N, 200'W(1 ) 1007 Bldg Pad: 670'N, 375'W(1 Depth Field Below Final S.G. Density (feet) (pcf) 1.0 99.9 1.0 102.5 1.0 100.6 1.0 103.4 Field ¥1oisture Proctor Compaction (%) D Level (%) 19.6 5 94.4 19.7 5 96.8 18.7 5 95.0 19.0 5 97.7 Comments: Where tested, materials were in compliance with project specifications Footnotes: (1) Measurements referenced from S.E. building corner. (2) Measurements referenced from S.W. building corner. 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. Original Signed By Keith E. Atkins Manager, CMT BW/cn