Loading...
Coppell Ind 2-LR040824F~EE~ I I~'r-I~-'~ II--II~"E~l~lll--I~ GEOTECHNICAL AND ENVIRONt4ENTAL 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 Proctorl ASTMI No. Standard Description REPORT NO. 20(Revised) REPORT DATE: 08-24-04 REG PROJECT NO. 11300 TECHNICIAN: M. Lawson PAGE: 1 of 3 Optimum Maximum Moisture~ % Density, PCF 1 D-698 2 D-698 3 D-698 4 D-698 5 D-698 Dark brown clay 19.1 100.7 Brown sandy clay 20.2 103.3 Dark brown clay 19.1 103.5 Yellow & light brown & gray clay 19.7 102.6 w/calcareous nodules Yellow & light brown sandy clay & shale 17.5 105.8 w/calcareous nodules Test No. 675 676 677 678 679 680 681 682 683 684 685 686 687 688 689 690 691 692 693 694 Date Location 674 07-23-04 Bldg Pad: 20'S, 100'E(1) 10.0 96.3 24.3 2 93.2 BIdg Pad: 20'S, 275'E(1) 10.0 96.9 25.1 2 93.8 Bldg Pad: 40'S, 300'E(1) 10.0 99.4 23.2 2 96.2 Bldg Pad: 40'S, 50'E(1 ) 10.0 97.2 24.0 2 94.1 Bldg Pad: 10'S, 290'E(1) 9.5 95.7 25.2 2 92.6 Bldg Pad: 10'S, 75'E(1) 9.5 98.2 23.1 2 95.1 Bldg Pad: 35'S, 100'E(1) 9.5 99.2 22.6 2 96.0 Bldg Pad: 35'S, 300'E(1) 9.5 100.4 22.0 2 97.2 BIdg Pad: 15'S, 325'E(1) 9.0 97.0 23.2 2 93.9 Bldg Pad: 15'S, 100'E(1) 9.0 95.5 25.0 2 92.4 Bldg Pad: 40'S, 50'E(1 ) 9.0 97.4 24.2 2 94.3 Bldg Pad: 40'S, 300'E(1) 9.0 98.9 23.7 2 95.7 BIdg Pad: 20'S, 50'E(1) 8.5 98.3 22.2 2 95.2 Bldg Pad: 20'S, 300'E(t) 8.5 §§2 22.2 2 96.0 Bldg Pad: 45'S, 75'E(1 ) 8.5 100.1 21.5 2 96.9 Bldg Pad: 45'S, 300'E(1 ) 8.5 97.4 23.5 2 94.3 Bldg Pad: 10'S, 25'E(1) 8.0 96.3 24.7 2 93.2 Bldg Pad: 10'S, 275'E(1) 8.0 96.9 24.5 2 93.8 Bldg Pad: 35'$, 50'E(1) 8.0 97.7 24.0 2 94.6 Bldg Pad: 35'S, 275'E(1) 8.0 99.0 23.0 2 95.8 Bldg Pad: 20'S, 100'E(1) 7.5 97.0 23.2 2 93.9 Oepth I I I I Below Field Field Final $. G. DensltylMoisturel ProctorlCompaction (feet) (pcf) (%) ID Level (%) REPORT NO. 20(Revlsed) REPORT DATE: 08-24-04 REG PROdECT NO. 11300 PAGE: 2 of 3 Test I No. Date Location 695 07-23-04 Bldg Pad: 20'S, 300'E(1) 696 697 698 699 70O 701 702 703 7O4 705 706 707 708 709 710 711 712 713 714 715 716 717 718 719 72O 721 722 723 724 725 726 727 728 729 73O 731 732 733 734 735 736 737 Bidg Pad: 40'S, 25'E(1) Bldg Pad: 40'S, 300'E(2) Bldg Pad: 15'S, 275'E(2) Bldg Pad: 15'S, 50'E(2) Bldg Pad: 35'S, 100'E(2) Bldg Pad: 35'S, 275'E(2) Bldg Pad: 1000'N, 20'E(2) Bldg Pad: 850'N, 20'E(2) Bldg Pad: 980'N, 40'E(2) Bldg Pad: 825'N, 40'E(2) Bldg Pad: 875'N, 10'E(2) Bldg Pad: 980'N, 10'E(21) Bldg Pad: 1000'N, 45'E(2) Bldg Pad: 825'N, 45'E(2) Bldg Pad: 1000'N, 10'E(2) Bldg Pad: 850'N, 10'E(2) Bldg Pad: 975'N, 40'E(2) Bldg Pad: 825'N, 40'E(2) Bldg Pad: 850'N, 15'E(2) Bldg Pad: 1000'N, 15'E(2) Bldg Pad: 875'N, 35'E(2) Bldg Pad: 1000'N, 35'E(2) Bldg Pad: 825'N, 10'E(2) Bldg Pad: 980'N, 10'E(2) Bldg Pad: 825'N, 40'N(2) Bldg Pad: 100'B, 40'E(2) Bldg Pad: 975'N, 10'E(2) Bldg Pad: 825'N, 10'E(2) Bldg Pad: 850'N, 40'E(2) Bldg Pad: 1000'N, 40'E(2) Bldg Pad: 975'N, 15'E(2) Bldg Pad: 850'N, 15'E(2) Bldg Pad: 990'N, 40'E(2) Bldg Pad: 825'N, 40'E(2) Bldg Pad: 850'N 15'E(2) Bldg Pad: 1000'N 10'E(2) Bldg Pad: 1000'N 35'E(2) Bldg Pad: 875'N 35'E(2) Bldg Pad: 1000'N 20'E(2) Bldg Pad: 875'N 20'E{2) Bldg Pad: 825'N 40'E(2) Bldg Pad: 975'N 40'E(2) Depth Field Field Below Final S. G. Density Moisture Proctor (feet) (pcf) (%) D Compaction Level (%) 7.5 95.8 25.3 2 92.7 7.5 99.4 22.7 2 96.2 7.5 100.4 21.5 2 97.2 7.0 97.5 24.2 2 94.4 7.0 98.3 23.0 2 95.2 7.0 95.9 25.1 2 92.8 7.0 99.2 22.0 2 96.0 5.5 96.5 25.2 2 93.4 5.5 97.2 23.4 2 94.1 5.5 99.4 22.0 2 96.2 5.5 98.3 23.2 2 95.2 5.0 99,9 22.7 2 96.7 5.0 95.8 24.9 2 92.7 5.0 97.2 23.5 2 94.1 5.0 100.4 22.2 2 97.2 4.5 98.1 23.7 2 95.0 4.5 98.0 24.1 2 94.9 4.5 99.5 21.7 2 96.3 4.5 96.9 24.6 2 93.8 4.0 97.2 22.7 2 94.1 4.0 95.9 23.8 2 92.8 4.0 96.4 24.2 2 93.3 4.0 98.3 23.1 2 95.1 3.5 99.9 21.8 2 96.7 3.5 96.0 25.4 2 92.9 3.5 99.9 22.5 2 96.7 3.5 98.7 23.4 2 95.5 3.0 97.7 23.0 2 94.6 3.0 96.2 24.5 2 93.1 3.0 99.4 22.1 2 96.2 3.0 95.5 25.3 2 92.4 2.5 98.0 24.0 2 94.9 2.5 99.2 22.2 2 96.0 2.5 100.4 21.4 2 97.2 2,5 97.0 25.2 2 93.9 2.0 98.4 23.6 2 95.3 2.0 95.2 25.0 2 92.2 2.0 96.7 24.7 2 93.6 2.0 95.5 25.0 2 92.4 1.5 96.0 24.3 2 92.9 1.5 97.5 22.0 2 94.4 1.5 99.0 23.1 2 95.8 1.5 98.1 22.8 2 95.0 REPORT NO. 20(Revised) REPORT DATE: 08-24-04 REG PROJECT NO. 11300 PAGE: :3 of 3 Test No. Date Location 738 07-23-04 Bldg Pad: 975'N, 30'E(2) 739 Bldg Pad: 825'N, 20'E(2) 740 Bldg Pad: 1000'N, 35'E(2) 741 Bldg Pad: 850'N, 35'E(2) Depth I Below I Field I Field Final $. G. DensitylMoisturel Proctor (feet) (pcf) (%) ID 1.0 99.2 22.0 2 1.0 100.5 21.4 2 1.0 100.0 22.9 2 1.0 96.9 24.0 2 Compaction Level (%) 96.0 97.3 96.8 93.8 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from N.W. 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/ns