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Belt Line Trade-LR060523 REED EnGinEERinG GEOTECHNICAL AND G R Cl U F' ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Belt Line Trade Center Building A 500 E. Belt Line Road Coppell,Texas REPORTED TO: 101 REPORT NO. 13 5420 LBj Freeway, Suite 1275 REPORT DATE: 05-23-06 Dallas, Texas 75240 REG PROJECT NO. 13335 A TTN: Mr. Chris Parnell TECHNICIAN: P. Butler PAGE: 1 of 3 CONTRACTOR: Raymond Construction Proctor ASTM Optimum No. Standard Descri tion Moisture, % 1 0-698 Dark red & gray clay 18.6 2 0-698 Orange & gray sandy clay 16.4 3 0-698 Tan & gray sandy clay 10.9 4 0-698 Dark brown & gray clay 20.6 5 0-698 Light brown & gray clay w/calcareous 21.2 nodules Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location feet cf 10 Level % 1 05-04-06 Bldg Pad: 20'S, 525'W(1) 6.0 97.0 21.2 1 96.0 2 Bldg Pad: 35'S, 580'W(1) 6.0 96.0 22.6 1 95.1 3 Bldg Pad: 50'S, 630'W(1) 6.0 98.0 19.7 1 97.1 4 Bldg Pad: 65'S, 670'W(1) 6.0 97.3 21.9 1 96.3 5 Bldg Pad: 80'S, 725'W(1) 6.0 109.8 12.9 3 94.0 6 Bldg Pad: 40'S, 760'W(1) 6.0 112.3 13.4 3 96.1 7 Bldg Pad: 70'S, 810'W(1) 6.0 96.6 22.4 1 95.6 8 Bldg Pad: 95'S, 870'W(1) 6.0 95.4 23.3 1 94.5 9 Bldg Pad: 100'S, 890'W(1) 5.0 97.2 21.7 1 96.2 10 Bldg Pad: 90'S, 825'W(1) 5.0 98.7 19.7 1 97.8 11 Bldg Pad: 75'8, 785'W(1) 5.0 97.3 21.4 1 96.3 12 Bldg Pad: 65'S, 725'W(1) 5.0 96.0 22.9 1 95.1 13 Bldg Pad: 50'S, 670'W(1) 5.0 97.2 25.6 4 94.6 14 Bldg Pad: 35'S, 620'W(1) 5.0 96.6 25.2 4 94.0 15 Bldg Pad: 20'S, 590'W(1) 5.0 98.5 24.0 4 95.8 16 Bldg Pad: 5'S, 515'W(1) 5.0 97.0 22.0 1 96.0 17 Bldg Pad: 105'S, 505'W(1) 5.0 96.3 23.1 1 95.4 18 Bldg Pad: 120'S, 530'W(1) 5.0 99.2 23.8 4 96.5 19 Bldg Pad: 130'S, 585'W(1) 5.0 99.7 21.9 4 97.0 20 Bldg Pad: 145'S, 615'W(1) 5.0 99.4 22.2 4 96.7 21 Bldg Pad: 160'S, 640'W(1) 5.0 98.9 23.5 4 96.2 22 Bid Pad: 175'S, 690'W 1 5.0 98.3 24.1 4 95.7 2424 STUTZ DR. . SUITE 400 . DALLAS. TX 75235 . TEL (214) 3505600 . FAX (214) 3500019 REPORT NO. 13 REPORT DATE: 05-23-06 REG PROJECT NO. 13335 PAGE: 2 of 3 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location feet cf (% 10 Level % 23 05-04-06 Bldg Pad: 185'S, 745'W(1) 5.0 99.6 22.1 4 96.9 24 Bldg Pad: 200'S, 820'W(1) 5.0 98.2 23.5 4 95.6 25 Bldg Pad: 210'S, 900'W(1) 5.0 97.1 20.6 1 96.2 26 Bldg Pad: 220'S, 815'W(1) 5.0 96.3 22.3 1 95.4 27 Bldg Pad: 235'S, 785'W(1) 5.0 95.8 22.8 1 94.9 28 Bldg Pad: 250'8, 735'W(1) 5.0 96.6 22.1 1 95.7 29 Bldg Pad: 265'S, 695'W(1) 5.0 99.4 21.7 4 96.7 30 Bldg Pad: 280'S, 650'W(1) 5.0 100.7 21.6 4 98.0 31 Bldg Pad: 290'S, 600'W(1) 5.0 98.2 22.9 4 95.6 32 Bldg Pad: 300'S, 550'W(1) 5.0 97.7 24.7 4 95.1 33 05-08-06 Bldg Pad: 105'S, 510'W(1) 4.0 96.6 24.6 4 94.0 34 Bldg Pad: 120'S, 540'W(1) 4.0 95.7 25.3 4 93.1 35 Bldg Pad: 130'S, 570'W(1) 4.0 97.3 24.9 4 94.7 36 Bldg Pad: 145'S, 630'W(1) 4.0 94.2 23.4 5 95.6 37 Bldg Pad: 160'S, 675'W(1) 4.0 93.7 23.7 5 95.1 38 Bldg Pad: 175'8, 720'W(1) 4.0 93.0 24.2 5 94.4 39 Bldg Pad: 185'S, 770'W (1) 4.0 91.7 25.0 5 93.0 40 Bldg Pad: 195'S, 840'W (1) 4.0 99.6 20.8 2 92.8 41 Bldg Pad: 200'S, 900'W(1) 4.0 102.6 19.6 2 95.6 42 Bldg Pad: 185'S, 950'W(1) 4.0 101.8 20.7 2 94.8 43 Bldg Pad: 170'S, 1000'W(1) 4.0 94.7 23.6 5 96.1 44 Bldg Pad: 160'S, 1050'W(1) 4.0 101.9 20.4 2 94.9 45 Bldg Pad: 145'S, 11 OO'W (1) 4.0 95.4 22.4 5 96.8 46 Bldg Pad: 120'S, 1150'W(1) 4.0 95.8 22.2 5 97.2 47 Bldg Pad: 105'S, 1200'W(1) 4.0 102.6 20.0 2 95.6 48 Bldg Pad: 95'S, 1250'W(1) 4.0 103.3 18.4 2 96.2 49 Bldg Pad: 85'S, 1210'W(1) 4.0 102.0 19.6 2 95.0 50 Bldg Pad: 70'S, 1175'W (1) 4.0 92.7 24.9 5 94.1 51 Bldg Pad: 60'S, 1135'W(1) 4.0 98.1 24.1 4 95.5 52 Bldg Pad: 40'S, 11 00'W(1) 4.0 98.8 23.5 4 96.1 53 Bldg Pad: 25'8, 1050'W(1) 4.0 98.0 23.6 4 95.4 54 Bldg Pad: 10'8, 1000'W(1) 4.0 96.6 24.9 4 94.0 55 Bldg Pad: 205'8, 515'W(1) 4.0 100.5 21.3 2 93.6 56 Bldg Pad: 220'8, 530'W(1) 4.0 102.8 19.8 2 95.8 57 Bldg Pad: 235'S, 540'W(1) 4.0 103.2 18.7 2 96.1 58 Bldg Pad: 245'S, 610'W(1) 4.0 102.6 20.1 2 95.6 59 Bldg Pad: 260'S, 670'W(1) 4.0 103.3 19.0 2 96.2 60 Bldg Pad: 275'S, 740'W(1) 4.0 93.3 25.0 5 94.7 61 Bldg Pad: 285'S, 800'W(1) 4.0 94.0 24.7 5 95.3 62 Bldg Pad: 300'S, 880'W(1) 4.0 92.4 26.0 5 93.8 63 Bldg Pad: 290'S, 940'W(1) 4.0 103.0 1/8.5 2 95.9 64 Bid Pad: 280'S, 1050'W 1 4.0 103.1 18.1 2 96.0 REPORT NO. 13 REPORT DATE: 05-23-06 REG PROJECT NO. 13335 PAGE: 3 of 3 Depth Below Field Field Test. Final S. G. Density Moisture Proctor Compaction No. Date Location feet cf 10 Level (% 65 05-08-06 Bldg Pad: 270'S, 1100'W(1) 4.0 95.0 23.1 5 96.4 66 Bldg Pad: 250'S, 1125'W (1) 4.0 95.8 22.2 5 97.2 67 Bldg Pad: 225'8, 1180'W(1) 4.0 102.5 18.8 2 95.5 68 Bldg Pad: 215'S, 1200'W(1) 4.0 101.7 20.4 2 94.7 69 Bldg Pad: 200'S, 1240'W(1) 4.0 103.2 19.1 2 96.1 70 05-09-06 Bldg Pad: 5'S, 510'W(1) 4.0 94.0 24.2 5 95.4 71 Bldg Pad: 20'S, 550'W(1) 4.0 95.3 23.1 5 96.7 72 Bldg Pad: 35'S, 600'W(1) 4.0 95.6 22.2 5 97.0 73 Bldg Pad: 50'S, 650'W(1) 4.0 99.1 22.6 4 96.4 74 Bldg Pad: 65'8, 700'W(1) 4.0 98.1 23.8 4 95.5 75 Bldg Pad: 75'S, 750'W(1) 4.0 96.0 22.9 1 95.0 76 Bldg Pad: 85'S, 800'W(1) 4.0 95.6 23.5 1 94.7 77 Bldg Pad: 95'S, 850'W(1) 4.0 95.0 23.4 1 94.1 78 Bldg Pad: 100'8, 900'W (1) 3.0 96.7 21.7 1 95.8 79 Bldg Pad: 90'S, 940'W(1) 3.0 97.1 20.0 1 96.2 80 Bldg Pad: 75'S, 985'W(1) 3.0 98.2 23.5 4 95.6 81 Bldg Pad: 60'S, 1 020'W (1) 3.0 98.6 23.1 4 96.0 82 Bldg Pad: 40'S, 1085'W(1) 3.0 92.6 26.0 5 94.0 83 Bldg Pad: 25'S, 1150'W(1) 3.0 93.3 24.7 5 94.7 84 Bldg Pad: 10'S, 1220'W(1) 3.0 94.2 23.9 5 95.6 85 Bldg Pad: 105'S, 1240'W(1) 3.0 94.7 23.0 5 96.1 86 Bldg Pad: 120'S, 1190'W(1) 3.0 99.5 23.2 4 96.8 87 Bldg Pad: 135'8, 1160'W (1) 3.0 99.9 21.8 4 97.2 88 Bldg Pad: 150'S, 1120'W(1) 3.0 94.3 23.6 5 95.7 89 Bldg Pad: 160'S, 1 075'W(1) 3.0 96.0 20.7 1 95.1 90 Bldg Pad: 175'S, 1040'W(1) 3.0 98.8 22.8 4 96.1 91 Bldg Pad: 190'S, 940'W(1) 3.0 98.4 23.1 4 95.7 92 Bldg Pad: 205'S, 910'W(1) 3.0 97.8 24.5 4 95.1 93 Bldg Pad: 220'8, 970'W(1) 3.0 102.8 20.7 2 95.8 94 Bldg Pad: 235'S, 1010'W(1) 3.0 103.6 19.5 2 96.5 95 Bldg Pad: 250'S, 1060'W(1) 3.0 97.3 24.0 4 94.6 96 Bldg Pad: 265'S, 1140'W(1) 3.0 96.7 24.6 4 94.0 97 Bldg Pad: 280'S, 1200'W(1) 3.0 97.6 23.9 4 94.9 98 Bid Pad: 295'S, 1240'W 1 3.0 98.0 23.0 4 95.3 Comments: Where tested, materials were in compliance with project specifications. Footnote: (1) Measurements referenced from N.E. building corner. Mail Submitted by: Distribution: (1) IDI/Mr. Chris Parnell (1) Raymond Construction/ REED ENGINEERING GROUP, LTD. Mr. David Layne Original Signed By Bill Woolwine Sr. Manager, CMT BW/cn