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Coppell Trade 3-LR140209 FREED 1 EnmtnEEFainm GEOTECHNICAL AND E FR CI tJ F2' ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Coppell Trade Center III Sandy Lake Road and Freeport Parkway Coppell, Texas REPORTED TO: Holt Lunsford Commercial REPORT NO. 9 5055 Keller Springs Road, Suite 300 REPORT DATE: 02-05-14 Coppell, Texas REG PROJECT NO. 19397 ATTN: Mr. Ken Neman TECHNICIAN: A. Chairez PAGE: 1 of 3 CONTRACTOR: Mycon General Contractors Proctor ASTM Optimum Maximum No. Standard Description Moisture, % Density, PCF 1 D-698 Reddish brown clayey sand 10.6 120.8 2 D-698 Brown sandy clay 13.9 114.1 3 D-698 Brown clayey sand 15.7 111.9 4 D-698 Gray clay 19.5 114.0 5 D-698 Reddish brown sandy clay 17.1 108.8 6 D-698 Yellowish brown clayey sand 13.8 115.8 Depth Below Field Field Test Final S.G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) ID Level (%) 34 01-29-14 Bldg Pad: 200'S, 20'W(1) 11.5 108.0 17.0 6 93.2 35 Bldg Pad: 201'S, 20'W(1) 11.0 109.0 18.0 6 94.1 36 Bldg Pad:202'S, 20'W(1) 10.5 100.1 20.8 5 92.0 37 Bldg Pad: 203'S, 20'W(1) 10.0 112.7 12.8 1 93.2 38 Bldg Pad: 204'S, 20'W(1) 9.5 109.1 18.0 6 94.2 39 Bldg Pad: 205'S, 20'W(1) 9,0 108.0 15.7 6 93.2 40 Bldg Pad: 206'S, 20'W(1) 8.5 107.5 17.8 6 92.8 41 Bldg Pad: 60'S,20'W(1) 3.5 104.5 19.4 3 93.3 42 Bldg Pad: 61'S,20'W(1) 3.0 107.2 16.1 6 92.5 43 Bldg Pad: 62"S, 20'W(1) 2.5 107.7 16.4 6 93.0 44 Bldg Pad: 63'S,20'W(1) 2.0 109.7 14.8 6 94.7 45 Bldg Pad: 64'S, 20'W(1) 1.5 105.7 23.8 4 92.7 46 Bldg Pad: 65'S,20'W(1) 1.0 107.1 21.8 4 93.9 47 Bldg Pad: 280'S, 30'W(1) 16.0 109.1 16.3 6 94.2 48 Bldg Pad: 281'S, 30'W(1) 15.5 107.5 17.9 6 92.8 49 Bldg Pad: 282'S, 30'W(1) 15.0 107.8 17.5 6 93.0 50 Bldg Pad: 283'S, 30'W(1) 14.5 108.5 18.6 6 93.6 51 Bldg Pad: 320'S, 25'W(1) 16.0 112.0 15.0 1 92.7 52 Bldg Pad: 321"S, 25'W(1) 15.5 112.4 12.3 1 93.0 53 Bldg Pad: 322'S, 25'W(1) 15.0 104.4 19.0 3 93.3 54 Bldg Pad: 323'S, 25'W(1) 14.5 105.0 17.5 2 92.0 55 Bldg Pad: 130'S, 20'W(1) 8.0 108.1 17.4 2 94.7 2424 STUT2 DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • r.z [214] 350 0019 REPORT NO. 9 REPORT DATE: 02-05-14 REG PROJECT NO. 19397 PAGE: 2 of 3 Depth Below Field Field Test Final S.G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) ID Level(%) 56 01-29-14 Bldg Pad: 131'S, 20'W(1) 7.5 100.1 19.2 5 92.0 57 Bldg Pad: 132'S, 20'W(1) 7.0 105.7 18.6 2 92.6 58 Bldg Pad: 133'S, 20'W(1) 6.5 101.4 18.2 5 93.1 59 Bldg Pad: 134'S, 20'W(1) 6.0 108.0 23.1 4 94.7 60 Bldg Pad: 135'S, 20'W(1) 5.5 113.6 14.2 1 94.0 61 Bldg Pad: 260'S, 30'W(1) 14.0 106.8 18.4 3 95.4 62 Bldg Pad: 261'S, 30'W(1) 13.5 107.3 18.6 2 94.0 63 Bldg Pad: 262'S, 30'W(1) 13.0 107.6 17.7 2 94.3 64 Bldg Pad: 263'S, 30'W(1) 12.5 105.6 17.6 2 92.5 65 Bldg Pad: 264'S, 30'W(1) 12.0 105.5 21.6 4 92.5 66 Bldg Pad: 340'S, 20'W(1) 14.0 112.1 13.4 1 92.7 67 Bldg Pad: 341'S, 20'W(1) 13.5 100.6 21.8 5 92.4 68 Bldg Pad: 342'S, 20'W(1) 13.0 112.5 13.7 1 93.1 69 Bldg Pad: 343'S, 20'W(1) 12.5 100.5 18.6 5 92.3 70 Bldg Pad: 344'S, 20'W(1) 12.0 106.0 16.4 2 92.9 71 Bldg Pad: 160'S, 20'W(1) 5.0 107.3 16.7 6 92.6 72 Bldg Pad: 161'S, 20'W(1) 4.5 105.5 15.4 2 92.4 73 Bldg Pad: 162'S, 20"W(1) 4.0 112.0 11.9 1 92.7 74 Bldg Pad: 163'S, 20'W(1) 3.5 103.8 17.4 3 92.7 75 Bldg Pad: 164'S, 20"W(1) 3.0 103.1 18.6 3 92.1 76 Bldg Pad: 280'S, 20'W(1) 11.5 105.5 16.0 2 92.4 77 Bldg Pad: 281'S, 20'W(1) 11.0 102.4 19.7 5 94.1 78 Bldg Pad: 282'S, 20'W(1) 10.5 104.3 21.8 5 95.8 79 Bldg Pad: 283'S, 20'W(1) 10.0 105.6 16.9 2 92.5 80 Bldg Pad: 350'S, 20'W(1) 11.5 112.1 13.8 1 92.7 81 Bldg Pad: 351'S, 20'W(1) 11.0 113.6 12.7 1 94.0 82 Bldg Pad: 352'S, 20'W(1) 10.5 113.6 13.1 1 94.0 83 Bldg Pad: 353'S, 20'W(1) 10.0 111.9 14,9 1 92.6 84 Bldg Pad:420'S, 30"W(1) 16.0 107.8 17.2 2 94.4 85 Bldg Pad:421'S, 30'W(1) 15.5 107.3 15.5 2 94.0 86 Bldg Pad:422'S, 30'W(1) 15.0 111.6 11.6 1 92.3 87 Bldg Pad:423'S, 30'W(1) 14.5 108.9 17,8 6 94.0 88 01-30-14 Bldg Pad: 150'S, 20"W(1) 2.5 102.8 20.8 5 94.4 89 Bldg Pad: 151'S, 20'W(1) 2.0 100.6 19.8 5 92.4 90 Bldg Pad: 152'S, 20'W(1) 1.5 109.2 17.2 6 94.3 91 Bldg Pad: 153'S, 20'W(1) 1.0 109.3 17.1 6 94.3 92 Bldg Pad: 250'S, 10'W(1) 9.5 107.5 17.4 6 92.8 93 Bldg Pad: 251'S, 10"W(1) 9.0 109.6 17.2 6 94.6 94 Bldg Pad: 252'S, 10'W(1) 8.5 101.2 20.1 5 93.0 95 Bldg Pad: 253'S, 10"W(1) 8.0 103.9 18.2 3 92.8 96 Bldg Pad: 320'S, 40'W(1) 9.5 103.3 20.3 5 94.9 97 Bldg Pad: 321'S,40'W(1) 9.0 100.5 21.2 5 92.3 REPORT NO. 9 REPORT DATE: 02-05-14 REG PROJECT NO. 19397 PAGE: 3 of 3 Depth Below Field Field Test Final S.G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) _ (%) ID Level (%) 98 01-30-14 Bldg Pad:. 322'S,40'W(1) 8.5 104.7 18.3 3 93.5 99 Bldg Pad:450'S, 20'W(1) 14.0 104.7 18.9 3 93.5 100 Bldg Pad:451'S, 20'W(1) 13.5 104,9 20.6 3 93.7 101 Bldg Pad:452'S, 20'W(1) 13.0 109.7 17.4 6 94.7 102 Bldg Pad: 560'S, 15'W(1) 16.0 102.8 19.0 5 94.4 103 Bldg Pad: 561'S, 15'W(1) 15.5 102.6 19.4 5 94.3 104 Bldg Pad: 562'S, 15'W(1) 15.0 101.7 21.8 5 93.4 105 Bldg Pad: 630'S, 20'W(1) 16.0 107.8 22.4 4 94.5 106 Bldg Pad: 631'S, 20'W(1) 15.5 111.7 13.2 1 92.4 107 Bldg Pad: 632'S, 20'W(1) 15.0 109.2 17.3 6 94.3 108 Bldg Pad: 280'S, 30'W(1) 7.5 109.2 17.2 6 94.3 109 Bldg Pad: 281'S, 30'W(1) 7.0 109.6 16.2 6 94.6 110 Bldg Pad: 282'S, 30'W(1) 6.5 105.4 20.1 3 94.1 111 Bldg Pad: 283'S, 30'W(1) 6.0 1 04.3 20.2 3 93.2 112 Bldg Pad: 340'S, 20'W(1) 8.0 105.3 21.2 4 92.3 113 Bldg Pad: 341'S, 20'W(1) 7.5 107.0 21.4 4 93.8 114 Bldg Pad: 342'S, 20'W(1) 7.0 106.9 22.9 4 93.7 Comments: Where tested, materials were in compliance with project specifications. Footnote: (1) Measurements referenced from NE building corner. E-Mail Submitted by: Distribution: (1) Holt Lunsford Commercial/ Mr. Ken Newman REED ENGINEERING GROUP, LTD. (1) Mycon General Contractors/ Registration Number F-3114 Mr. Ryan Stoll (1) Mycon General Contractors/ Mr. Al Arjona `�"`� (1) Mycon General Contractors/ Ms. Carla Wolfe Bill Woolwine (1)AGE Associates/Mr. Cody Bain Sr. Manager, CMT (1) Macatee Engineering/ BW/cn Mr. Dayton Macatee Mail Distribution: (1) City of Coppell/Mr. Larry Davis