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Belt Line Trade-LR060524 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 5420 LBj Freeway, Suite 1275 Dallas, Texas 75240 A TTN: Mr. Chris Parnell REPORT NO. 14 REPORT DATE: 05-24-06 REG PROJECT NO. 13335 TECHNICIAN: P. Butler PAGE: 1 of 2 CONTRACTOR: Raymond Construction Proctor No. 1 2 3 4 5 ASTM Standard 0-698 0-698 0-698 0-698 0-698 Description Dark red & gray clay Orange & gray sandy clay Tan & gray sandy clay Dark brown & gray clay Light brown & gray clay w/calcareous nodules Optimum Moisture, % 18.6 16.4 10.9 20.6 21.2 #)""r Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) 10 Level (%) 99 05-10-06 Bldg Pad: 5'S, 500'W(1) 3.0 97.7 24.7 4 95.1 100 Bldg Pad: 20'S, 535'W(1) 3.0 99.1 23.5 4 96.4 101 Bldg Pad: 35'S, 600'W(1) 3.0 95.6 22.5 5 97.0 102 Bldg Pad: 50'8, 650'W(1) 3.0 95.0 23.6 5 96.3 103 Bldg Pad: 65'8, 700'W(1) 3.0 94.4 25.0 5 95.8 104 Bldg Pad: 75'8, 750'W(1) 3.0 93.6 24.6 5 95.0 105 Bldg Pad: 90'S, 800'W(1) 3.0 98.2 24.0 4 95.6 106 Bldg Pad: 100'S, 850'W(1) 3.0 98.8 22.8 4 96.1 107 Bldg Pad: 11 O'S, 900'W (1) 3.0 99.4 23.1 4 96.7 108 Bldg Pad: 120'S, 865'W (1) 3.0 99.7 21.8 4 97.0 109 Bldg Pad: 130'S, 825'W (1) 3.0 102.6 21.0 2 95.6 110 Bldg Pad: 145'S, 785'W(1) 3.0 103.1 21.0 2 96.0 111 Bldg Pad: 160'S, 740'W(1) 3.0 102.6 20.8 2 95.6 112 B1dg Pad: 175'S, 700'W (1) 3.0 98.9 21.9 4 96.2 113 Bldg Pad: 190'S, 660'W (1) 3.0 95.4 23.5 5 96.8 114 Bldg Pad: 200'S, 600'W(1) 3.0 94.0 24.7 5 95.4 115 Bldg Pad: 210'S, 550'W(1) 3.0 97.4 24.5 4 94.8 116 Bldg Pad: 225'S, 610'W(1) 3.0 98.7 23.7 4 96.0 117 Bldg Pad: 240'S, 645'W(1) 3.0 94.5 24.4 5 95.9 118 Bldg Pad: 250'S, 680'W(1) 3.0 99.0 23.1 4 96.3 119 Bldg Pad: 260'S, 705'W(1) 3.0 97.4 25.1 4 94.8 120 BldQ Pad: 270'S, 740'W(1) 3.0 99.8 21.7 4 97.1 2424 STUTZ DR. . SUITE 400 . DALLAS. TX 75235 . TEL (214) 3505600 . FAX (214) 3500019 REPORT NO. 14 REPORT DATE: 05-24-06 REG PROJECT NO. 13335 PAGE: 2 of 2 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) 10 Level (%) 121 05-10-06 Bldg Pad: 285'S, 775'W(1) 3.0 98.9 23.5 4 96.2 122 Bldg Pad: 295'S, 840'W (1) 3.0 98.0 24.1 4 95.3 123 Bldg Pad: 10'S, 900'W(1) 2.0 94.8 23.1 5 96.2 124 Bldg Pad: 20'S, 940'W(1) 2.0 94.4 23.7 5 95.8 125 Bldg Pad: 35'S, 985'W(1) 2.0 94.0 24.0 5 95.4 126 Bldg Pad: 50'S, 102'W(1) 2.0 95.3 23.6 5 96.7 127 Bldg Pad: 65'S, 10TW(1) 2.0 95.9 22.5 5 97.3 128 Bldg Pad: 80'8, 1110'W(1) 2.0 94.4 24.7 5 95.8 129 Bldq Pad: 95'S, 1210'W(1) 2.0 93.6 24.9 5 95.0 Comments: Where tested, materials were in compliance with project specifications. Footnote: (1) Measurements referenced from N.E. building corner. Mail Distribution: (1) IDI/Mr. Chris Parnell (1) Raymond Construction/ Mr. David Layne Submitted by: REED ENGINEERING GROUP, LTD. Original Signed By Bill Woolwine Sr. Manager, CMT BW Irs