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Coppell Trade 3-LR140205
FR EL:) I Eri ( IriEERIr-iC GEOTECHNICAL AND I E R D U P ) ?) ?ili 2;17rtENTAL CONSU / LA,. , / [ REPORT OF FIELD DENSLP TESTS Coppell Trade Center III S dy Lake Road and Freeport Parkway Coppell, Texas . REPORTED TO: Holt Lunsford Commercial REPORT NO. 9 (Revised) 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 sandy clay 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 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAX [214] 350 0019 REPORT NO. 9(Revised) 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 4 941 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(Revised) 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) 6.0 104.3 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/ Original Signed By Mr. Al Arjona (1) Mycon General Contractors/ Bill Woolwine Ms. Carla Wolfe Sr. Manager, CMT (1) AGE Associates/Mr. Cody Bain BW/cn (1) Macatee Engineering/ Mr. Dayton Macatee Mail Distribution: (1) City of Coppell/Mr. Larry Davis • REED I Er7GIr, EERII1G GEOTECHNICAL AND G R D LI P 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. 10 (Revised) 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 sandy clay 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 (%) 115 01-31-14 Bldg Pad: 280'S, 20'W(1) 5.5 113.0 12.0 1 93.5 116 Bldg Pad: 281'S, 20'W(1) 5.0 113.1 12.7 1 93.6 117 Bldg Pad: 282'S, 20'W(1) 4.5 111.8 14.9 1 92.5 118 Bldg Pad: 283'S, 20'W(1) 4.0 109.1 .18.0 6 94.2 119 Bldg Pad: 284'S, 20'W(1) 3.5 112.3 14.7 1 92.9 120 Bldg Pad: 350'S, 10'W(1) 6.5 112.1 14.8 1 92.7 121 Bldg Pad: 351'S, 10'W(1) 6.0 112.6 12.7 1 93.2 122 Bldg Pad: 352'S, 10'W(1) 5.5 113.6 13.0 1 94.0 123 Bldg Pad: 353'S, 10'W(1) 5.0 113.9 11.9 1 94.2 124 Bldg Pad: 354'S, 10'W(1) 4.5 111.9 14.9 1 92.6 125 Bldg Pad: 420'S, 30'W(1) 12.5 112.8 13.2 1 93.3 126 Bldg Pad: 421'S, 30'W(1) 12.0 113.1 15.5 1 93.6 127 Bldg Pad: 422'S, 30'W(1) 11.5 111.6 .11.8 1 92.3 128 Bldg Pad: 423'S, 30'W(1) 11.0 108.9 17.8 6 94.0 129 Bldg Pad: 424'S, 30'W(1) 10.5 109.4 17.1 6 94.4 130 Bldg Pad: 425'S, 30'W(1) 10.0 112.1 13.4 1 92.7 131 Bldg Pad: 426'S, 30'W(1) 9.5 100.6 21.8 5 92.4 132 Bldg Pad: 550'S, 40'W(1) 14.5 106.6 18.1 2 93.4 133 Bldg Pad: 551'S, 40'W(1) 14.0 101.5 19.4 5 93.2 134 Bldg Pad: 552'S, 40'W(1) 13.5 100.4 21.4 5 92.2 135 Bldg Pad: 553'S, 40'W(1) 13.0 109.7 18.7 6 94.7 136 Bldg Pad: 554'S, 40'W(1) 12.5 105.6 17.3 2 92.5 2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAX [214] 350 0019 • REPORT NO. 10(Revised) 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 (%) 137 01-31-14 Bldg Pad: 555'S, 40'W(1) 12.0 106.1 18.2 2 92.9 138 Bldg Pad: 556'S, 40'W(1) 11.5 107.5 17.4 2 94.2 139 Bldg Pad: 630'S, 20'W(1) 14.5 109.1 17.2 6 94.2 140 Bldg Pad: 631'S, 20'W(1) 14.0 108.2 16.8 6 93.4 141 Bldg Pad: 632'S, 20'W(1) 13.5 104.4 191 3 93.2 142 Bldg Pad: 633'S, 20'W(1) 13.0 102.6 20.9 5 94.3 143 Bldg Pad: 634'S, 20'W(1) 12.5 107.7 .17.2 6 93.0 144 Bldg Pad: 635'S, 20'W(1) 11.5 103.6 19.3 3 92.5 145 Bldg Pad: 330'S, 20'W(1) 3.0 100.9 19.7 5 92.7 146 Bldg Pad: 331'S, 20'W(1) 2.5 107.7 17.9 6 93.0 147 Bldg Pad: 332'S, 20'W(1) 2.0 100.5 18.6 5 92.3 148 Bldg Pad: 333'S, 20'W(1) 1.5 100.2 22.0 5 92.0 149 Bldg Pad: 334'S, 20'W(1) 1.0 101.2 20.2 5 93.0 150 Bldg Pad: 320'S, 20'W(1) 4.0 112.5 14.8 1 93.1 151 Bldg Pad: 321'S, 20'W(1) 3.5 112.5 13.7 1 93.1 152 Bldg Pad: 322'S, 20'W(1) 3.0 100.5 18.6 5 92.3 153 Bldg Pad: 323'S, 20'W(1) 2.5 106.0 '16.4 2 92.9 154 Bldg Pad: 450'S, 25'W(1) 9.0 107.3 17.1 3 95.8 155 Bldg Pad: 451'S, 25'W(1) 8.5 115.5 14.5 1 95.6 156 Bldg Pad: 452'S, 25'W(1) 8.0 111.8 11.9 1 92.5 157 Bldg Pad: 453'S, 25'W(1) 7.5 103.8 17.4 3 92.7 158 Bldg Pad: 580'S, 30'W(1) 11.0 103.1 18.6 3 92.1 159 Bldg Pad: 581'S, 30'W(1) 10.5 105.5 17.6 3 94.2 160 Bldg Pad: 582'S, 30'W(1) 10.0 102.4 19.7 5 94.1 161 Bldg Pad: 583'S, 30'W(1) 9.5 104.3 18.8 3 93.2 162 Bldg Pad: 630'S, 20'W(1) 11.0 109.1 .17.4 6 94.2 163 Bldg Pad: 631'S, 20'W(1) 10.5 103.6 18.8 3 92.5 164 Bldg Pad: 632'S, 20'W(1) 10.0 104.0 18.0 3 92.9 165 Bldg Pad: 633'S, 20'W(1) 9.5 104.1 17.4 3 93.0 166 02-01-14 Bldg Pad: 380'S, 20'W(1) 2.0 107.5 17.4 2 94.2 167 Bldg Pad: 381'S, 20'W(1) 1.5 109.1 17.2 6 94.2 168 Bldg Pad: 382'S, 20'W(1) 1.0 108.2 17.6 6 93.4 169 Bldg Pad: 450'S, 30'W(1) 7.0 104.4 17.1 3 93.2 170 Bldg Pad: 451'S, 30'W(1) 6.5 102.6 20.9 5 94.3 171 Bldg Pad: 452'S, 30'W(1) 6.0 107.7 17.2 2 94.3 172 Bldg Pad: 453'S, 30'W(1) 5.5 103.6 .19.3 3 92.5 173 Bldg Pad: 454'S, 30'W(1) 5.0 109.9 17.9 6 94.9 174 Bldg Pad: 560'S, 40'W(1) 9.0 107.7 17.7 6 93.0 175 Bldg Pad: 561'S, 40'W(1) 8.5 100.5 18.6 5 92.3 176 Bldg Pad: 562'S, 40'W(1) 8.0 108.2 17.6 6 93.4 177 Bldg Pad: 563'S, 40'W(1) 7.5 101.2 20.8 5 93.0 178 Bldg Pad: 564'S, 40'W(1) 7.0 103.6 19.6 3 92.5 179 Bldg Pad: 620'S, 20'W(1) 11.0 101.1 21.7 5 92.9 180 Bldg Pad: 621'S, 20'W(1) 10.5 104.9 19.6 3 93.7 181 Bldg Pad: 622'S, 20'W(1) 10.0 108.0 17.4 6 93.2 182 Bldg Pad: 623'S, 20'W(1) 9.5 106.6 18.5 6 92.0 • REPORT NO. 10(Revised) 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 (%) 183 02-01-14 Bldg Pad: 624'S, 20'W(1) 9.0 109.5 17.9 6 94.5 184 Bldg Pad: 460'S, 20'W(1) 4.5 108.3 16.5 6 93.5 185 Bldg Pad: 461'S, 20'W(1) 4.0 101.5 19.3 5 93.2 186 Bldg Pad: 462'S, 20'W(1) 3.5 102.3 19.6 5 94.0 187 Bldg Pad: 463'S, 20'W(1) 3.0 108.3 16.5 6 93.5 188 Bldg Pad: 464'S, 20'W(1) 2.5 101.5 19.3 5 93.2 189 Bldg Pad: 560'S, 30'W(1) 6.5 102.3 19.6 5 94.0 190 Bldg Pad: 561'S, 30'W(1) 6.0 105.2 18.4 3 94.0 191 Bldg Pad: 562'S, 30'W(1) 5.5 105.2 18.4 3 94.0 192 Bldg Pad: 563'S, 30'W(1) 5.0 104.1 19.7 3 93.0 193 Bldg Pad: 564'S, 30'W(1) 4.5 104.2 20.0 3 93.1 194 Bldg Pad: 650'S, 20'W(1) 8.5 103.8 17.0 3 92.7 195 Bldg Pad: 651'S, 20'W(1) 8.0 107.1 16.7 6 92.4 196 Bldg Pad: 652'S, 20'W(1) 7.5 108.7 16.8 6 93.8 197 Bldg Pad: 653'S, 20'W(1) 7.0 103.6 19.7 3 92.5 198 Bldg Pad: 654'S, 20'W(1) 6.5 103.5 19.1 3 92.4 199 Bldg Pad: 80'S, 70'W(1) 16.0 103.7 .17.4 3 92.6 200 Bldg Pad: 81'S, 70'W(1) 15.5 107.9 17.2 2 94.5 201 Bldg Pad: 82'S, 70'W(1) 15.0 107.7 17.5 2 94.3 202 Bldg Pad: 83'S, 70'W(1) 14.5 105.9 16.2 2 92.8 203 Bldg Pad: 84'S, 70'W(1) 14.0 103.6 19.7 3 92.5 204 Bldg Pad: 40'S, 120'W(1) 16.0 109.3 17.4 6 94.3 205 Bldg Pad: 41'S, 120'W(1) 15.5 101.4 20.6 5 93.1 206 Bldg Pad: 42'S, 120'W(1) 15.0 107.0 17.2 2 93.7 207 Bldg Pad: 43'S, 120'W(1) 14.5 107.1 16.8 2 93.8 208 Bldg Pad: 44'S, 120'W(1) 14.0 100.2 21.5 5 92.0 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/ Original Signed By Mr. Al Arjona (1) Mycon General Contractors/ Bill Woolwine Ms. Carla Wolfe Sr. Manager, CMT (1) AGE Associates/Mr. Cody Bain BW/cn (1) Macatee Engineering/ Mr. Dayton Macatee Mail Distribution: (1) City of Coppell/Mr. Larry Davis . REED EI-1EIr-IEERIr'IG GEOTECHNICAL AND G R O U P ENVIRONMENTAL CONSULTANTS / PORT OF FIELD DENSITY TESTS Coppell Trade Center III Sandy Lake Road and Freeport Parkway Coppell, Texas REPORTED TO: Holt Lunsford Commercial REPORT NO. 10 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 (%) 115 01-31-14 Bldg Pad: 280'S, 20'W(1) 5.5 113.0 12.0 1 93.5 116 Bldg Pad: 281'S, 20'W(1) 5.0 113.1 12.7 1 93.6 117 Bldg Pad: 282'S, 20'W(1) 4.5 111.8 14.9 1 92.5 118 Bldg Pad: 283'S, 20'W(1) 4.0 109.1 18.0 6 94.2 119 Bldg Pad: 284'S, 20'W(1) 3.5 112.3 14.7 1 92.9 120 Bldg Pad: 350'S, 10'W(1) 6.5 112.1 14.8 1 92.7 121 Bldg Pad: 351'S, 10'W(1) 6.0 112.6 12.7 1 93.2 122 Bldg Pad: 352'S, 10'W(1) 5.5 113.6 13.0 1 94.0 123 Bldg Pad: 353'S, 10'W(1) 5.0 113.9 11.9 1 94.2 124 Bldg Pad: 354'S, 10'W(1) 4.5 111.9 14.9 1 92.6 125 Bldg Pad: 420'S, 30'W(1) 12.5 112.8 13.2 1 93.3 126 Bldg Pad: 421'S, 30'W(1) 12.0 113.1 15.5 1 93.6 127 Bldg Pad: 422'S, 30'W(1) 11.5 111.6 11.8 1 92.3 128 Bldg Pad: 423'S, 30'W(1) 11.0 108.9 17.8 6 94.0 129 Bldg Pad: 424'S, 30'W(1) 10.5 109.4 17.1 6 94.4 130 Bldg Pad: 425'S, 30'W(1) 10.0 112.1 13.4 1 92.7 131 Bldg Pad: 426'S, 30'W(1) 9.5 100.6 21.8 5 92.4 132 Bldg Pad: 550'S, 40'W(1) 14.5 106.6 '18.1 2 93.4 133 Bldg Pad: 551'S, 40'W(1) 14.0 101.5 19.4 5 93.2 134 Bldg Pad: 552'S, 40'W(1) 13.5 100.4 21.4 5 92.2 135 Bldg Pad: 553'S, 40'W(1) 13.0 109.7 18.7 6 94.7 136 Bldg Pad: 554'S, 40'W(1) / 2.5 105.6 17.3 2 92.5 )el (1 / , 2424 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL [214] 350 5600 • FAX [214] 350 0019 REPORT NO. 10 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 (%) 137 01-31-14 Bldg Pad: 555'S, 40'W(1) 12.0 106.1 18.2 2 92.9 138 Bldg Pad: 556'S, 40'W(1) 11.5 107.5 17.4 2 94.2 139 Bldg Pad: 630'S, 20'W(1) 14.5 109.1 17.2 6 94.2 140 Bldg Pad: 631'S, 20'W(1) 14.0 108.2 16.8 6 93.4 141 Bldg Pad: 632'S, 20'W(1) 13.5 104.4 19.1 3 93.2 142 Bldg Pad: 633'S, 20'W(1) 13.0 102.6 20.9 5 94.3 143 Bldg Pad: 634'S, 20'W(1) 12.5 107.7 17.2 6 93.0 144 Bldg Pad: 635'S, 20'W(1) 11.5 103.6 19.3 3 92.5 145 Bldg Pad: 330'S, 20'W(1) 3.0 100.9 -19.7 5 92.7 146 Bldg Pad: 331'S, 20'W(1) 2.5 107.7 17.9 6 93.0 147 Bldg Pad: 332'S, 20'W(1) 2.0 100.5 18.6 5 92.3 148 Bldg Pad: 333'S, 20'W(1) 1.5 100.2 22.0 5 92.0 149 Bldg Pad: 334'S, 20'W(1) 1.0 101.2 20.2 5 93.0 150 Bldg Pad: 320'S, 20'W(1) 4.0 112.5 14.8 1 93.1 151 Bldg Pad: 321'S, 20'W(1) 3.5 112.5 13.7 1 93.1 152 Bldg Pad: 322'S, 20'W(1) 3.0 100.5 18.6 5 92.3 153 Bldg Pad: 323'S, 20'W(1) 2.5 106.0 16.4 2 92.9 154 Bldg Pad: 450'S, 25'W(1) 9.0 107.3 17.1 3 95.8 155 Bldg Pad: 451'S, 25'W(1) 8.5 115.5 14.5 1 95.6 156 Bldg Pad: 452'S, 25'W(1) 8.0 111.8 11.9 1 92.5 157 Bldg Pad: 453'S, 25'W(1) 7.5 103.8 17.4 3 92.7 158 Bldg Pad: 580'S, 30'W(1) 11.0 103.1 18.6 3 92.1 159 Bldg Pad: 581'S, 30'W(1) 10.5 105.5 17.6 3 94.2 160 Bldg Pad: 582'S, 30'W(1) 10.0 102.4 19.7 5 94.1 161 Bldg Pad: 583'S, 30'W(1) 9.5 104.3 18.8 3 93.2 162 Bldg Pad: 630'S, 20'W(1) 11.0 ° 109.1 17.4 6 94.2 163 Bldg Pad: 631'S, 20'W(1) 10.5 103.6 18.8 3 92.5 164 Bldg Pad: 632'S, 20'W(1) 10.0 104.0 '18.0 3 92.9 165 Bldg Pad: 633'S, 20'W(1) 9.5 104.1 17.4 3 93.0 166 02-01-14 Bldg Pad: 380'S, 20'W(1) 2.0 107.5 17.4 2 94.2 167 Bldg Pad: 381'S, 20'W(1) 1.5 109.1 17.2 6 94.2 168 Bldg Pad: 382'S, 20'W(1) 1.0 108.2 17.6 6 93.4 169 Bldg Pad: 450'S, 30'W(1) 7.0 104.4 17.1 3 93.2 170 Bldg Pad: 451'S, 30'W(1) 6.5 102.6 20.9 5 94.3 171 Bldg Pad: 452'S, 30'W(1) 6.0 107.7 17.2 2 94.3 172 Bldg Pad: 453'S, 30'W(1) 5.5 103.6 19.3 3 92.5 173 Bldg Pad: 454'S, 30'W(1) 5.0 109.9 17.9 6 94.9 174 Bldg Pad: 560'S, 40'W(1) 9.0 107.7 17.7 6 93.0 175 Bldg Pad: 561'S, 40'W(1) 8.5 100.5 18.6 5 92.3 176 Bldg Pad: 562'S, 40'W(1) 8.0 108.2 17.6 6 93.4 177 Bldg Pad: 563'S, 40'W(1) 7.5 101.2 20.8 5 93.0 178 Bldg Pad: 564'S, 40'W(1) 7.0 103.6 19.6 3 92.5 179 Bldg Pad: 620'S, 20'W(1) 11.0 101.1 21.7 5 92.9 180 Bldg Pad: 621'S, 20'W(1) 10.5 104.9 19.6 3 93.7 181 Bldg Pad: 622'S, 20'W(1) 10.0 108.0 17.4 6 93.2 182 Bldg Pad: 623'S, 20'W(1) 9.5 106.6 18.5 6 92.0 REPORT NO. 10 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 (%) 183 02-01-14 Bldg Pad: 624'S, 20'W(1) 9.0 109.5 17.9 6 94.5 184 Bldg Pad: 460'S, 20'W(1) 4.5 108.3 16.5 6 93.5 185 Bldg Pad: 461'S, 20'W(1) 4.0 101.5 19.3 5 93.2 186 Bldg Pad: 462'S, 20'W(1) 3.5 102.3 19.6 5 94.0 187 Bldg Pad: 463'S, 20'W(1) 3.0 108.3 '16.5 6 93.5 188 Bldg Pad: 464'S, 20'W(1) 2.5 101.5 19.3 5 93.2 189 Bldg Pad: 560'S, 30'W(1) 6.5 102.3 19.6 5 94.0 190 Bldg Pad: 561'S, 30'W(1) 6.0 105.2 18.4 3 94.0 191 Bldg Pad: 562'S, 30'W(1) 5.5 105.2 18.4 3 94.0 192 Bldg Pad: 563'S, 30'W(1) 5.0 104.1 19.7 3 93.0 193 Bldg Pad: 564'S, 30'W(1) 4.5 104.2 20.0 3 93.1 194 Bldg Pad: 650'S, 20'W(1) 8.5 103.8 17.0 3 92.7 195 Bldg Pad: 651'S, 20'W(1) 8.0 107.1 16.7 6 92.4 196 Bldg Pad: 652'S, 20'W(1) 7.5 108.7 16.8 6 93.8 197 Bldg Pad: 653'S, 20'W(1) 7.0 103.6 19.7 3 92.5 198 Bldg Pad: 654'S, 20'W(1) 6.5 103.5 19.1 3 92.4 199 Bldg Pad: 80'S, 70'W(1) 16.0 103.7 17.4 3 92.6 200 Bldg Pad: 81'S, 70'W(1) 15.5 107.9 17.2 2 94.5 201 Bldg Pad: 82'S, 70'W(1) 15.0 107.7 17.5 2 94.3 202 Bldg Pad: 83'S, 70'W(1) 14.5 105.9 16.2 2 92.8 203 Bldg Pad: 84'S, 70'W(1) 14.0 103.6 19.7 3 92.5 204 Bldg Pad: 40'S, 120'W(1) 16.0 109.3 17.4 6 94.3 205 Bldg Pad: 41'S, 120'W(1) 15.5 101.4 20.6 5 93.1 206 Bldg Pad: 42'S, 120'W(1) 15.0 107.0 •17.2 2 93.7 207 Bldg Pad: 43'S, 120'W(1) 14.5 107.1 16.8 2 93.8 208 Bldg Pad: 44'S, 120'W(1) 14.0 100.2 21.5 5 92.0 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/ Original Signed By Mr. Al Arjona (1) Mycon General Contractors/ Bill Woolwine Ms. Carla Wolfe Sr. Manager, CMT (1) AGE Associates/Mr. Cody Bain BW/cn (1) Macatee Engineering/ Mr. Dayton Macatee Mail Distribution: (1) City of Coppell/Mr. Larry Davis FREE= I Er rmrr"1ERIr-rm GEOTECHNICAL AND E R C7 L.J.P ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Coppell Trade Center III Sandy Lake Road and Freeport Parkway Coppeli, Texas REPORTED TO: Holt Lunsford Commercial REPORT NO. 10 (Revised) 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 sandy clay 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 (%) 115 01-31-14 Bldg Pad: 280'S, 20'W(1) 5.5 113,0 12.0 1 93.5 116 Bldg Pad: 281'S, 20'W(1) 5.0 113.1 12.7 1 93.6 117 Bldg Pad: 282'S, 20'W(1) 4.5 111.8 14.9 1 92.5 118 Bldg Pad: 283'S, 20'W(1) 4.0 109.1 18.0 6 94.2 119 Bldg Pad: 284'S, 20'W(1) 3.5 112.3 14.7 1 92.9 120 Bldg Pad: 350'S, 10'W(1) 6.5 112.1 14.8 1 92.7 121 Bldg Pad: 351'S, 10'W(1) 6.0 112.6 12.7 1 93.2 122 Bldg Pad: 352'S, 10'W(1) 5.5 113.6 13.0 1 94.0 123 Bldg Pad: 353'S, 10'W(1) 5.0 113.9 11.9 1 94.2 124 Bldg Pad: 354'S, 10'W(1) 4.5 111.9 14.9 1 92.6 125 Bldg Pad:420'S, 30'W(1) 12.5 112.8 13.2 1 93.3 126 Bldg Pad:421'S, 30'W(1) 12.0 113.1 15.5 1 93.6 127 Bldg Pad:422'S, 30'W(1) 11.5 111.6 11.8 1 92.3 128 Bldg Pad:423'S, 30'W(1) 11.0 108.9 17.8 6 94.0 129 Bldg Pad:424'S, 30'W(1) 10.5 109.4 17.1 6 94.4 130 Bldg Pad:425'S, 30'W(1) 10.0 112.1 13.4 1 92.7 131 Bldg Pad:426'S, 30'W(1) 9.5 100.6 21.8 5 92.4 132 Bldg Pad: 550'S, 40'W(1) 14.5 106.6 18.1 2 93.4 133 Bldg Pad: 551'S, 40'W(1) 14.0 101.5 19.4 5 93.2 134 Bldg Pad: 552'S, 40'W(1) 13.5 1 00.4 21,4 5 92.2 135 Bldg Pad: 553'S, 40'W(1) 13.0 109.7 18.7 6 94.7 136 Bldg Pad: 554'S, 40'W(1) 12.5 105.6 17.3 2 92.5 2424 STUTZ DR. • SUITE 400 + DALLAS, TX 75235 • TEL 1214] 350 5600 • FAA 12141 350 0019 REPORT NO. 10(Revised) 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(%o) 137 01-31-14 Bldg Pad: 555'S,40'W(1) 12.0 106.1 18.2 2 92.9 138 Bldg Pad: 556'S, 40'W(1) 11.5 107.5 17.4 2 94.2 139 Bldg Pad: 630'S, 20'W(1) 14.5 109.1 172 6 94.2 140 Bldg Pad: 631'S, 20'W(1) 14.0 108.2 16.8 6 93.4 141 Bldg Pad: 632'S, 20'W(1) 13.5 104.4 19.1 3 93.2 142 Bldg Pad: 633'S, 20'W(1) 13.0 102.6 20.9 5 94.3 143 Bldg Pad: 634'S, 20'W(1) 12.5 107.7 17.2 6 93.0 144 Bldg Pad: 635'S, 20'W(1) 11.5 103.6 19.3 3 92.5 145 Bldg Pad: 330'S, 20'W(1) 3.0 100.9 19.7 5 92.7 146 Bldg Pad: 331'S, 20'W(1) 2.5 107.7 17.9 6 93.0 147 Bldg Pad: 332'S, 20'W(1) 2.0 100.5 18.6 5 92.3 148 Bldg Pad: 333'S, 20'W(1) 1.5 100.2 22.0 5 92.0 149 Bldg Pad: 334'S, 20'W(1) 1.0 101.2 20.2 5 93.0 150 Bldg Pad: 320'S, 20'W(1) 4.0 112.5 14.8 1 93.1 151 Bldg Pad: 321'S, 20'W(1) 3.5 112.5 13.7 1 93.1 152 Bldg Pad: 322'S, 20'W(1) 3.0 100.5 18.6 5 92.3 153 Bldg Pad: 323'S, 20'W(1) 2.5 106.0 16.4 2 92.9 154 Bldg Pad:450'S, 25'W(1) 9.0 107.3 17.1 3 95.8 155 Bldg Pad:451'S, 25'W(1) 8.5 115.5 14.5 1 95.6 156 Bldg Pad:452'S, 25'W(1) 8.0 111.8 11.9 1 92.5 157 Bldg Pad:453'S, 25'W(1) 7.5 103.8 17.4 3 92.7 158 Bldg Pad: 580'S, 30'W(1) 11.0 103.1 18.6 3 92.1 159 Bldg Pad: 581'S, 30'W(1) 10.5 105.5 17.6 3 94.2 160 Bldg Pad: 582'S, 30'W(1) 10.0 102.4 19.7 5 94.1 161 Bldg Pad: 583'S, 30'W(1) 9.5 104.3 18.8 3 93.2 162 Bldg Pad: 630'S, 20'W(1) 11.0 1 09.1 17.4 6 94.2 163 Bldg Pad: 631'S, 20'W(1) 10.5 103.6 18.8 3 92.5 164 Bldg Pad: 632'S, 20'W(1) 10.0 104.0 18.0 3 92.9 165 Bldg Pad: 633'S, 20'W(1) 9.5 104.1 17.4 3 93.0 166 02-01-14 Bldg Pad: 380'S, 20'W(1) 2.0 107.5 17.4 2 94.2 167 Bldg Pad: 381'S, 20'W(1) 1.5 109.1 17.2 6 94.2 168 Bldg Pad: 382'S, 20'W(1) 1.0 108.2 17.6 6 93.4 169 Bldg Pad:450'S, 30'W(1) 7.0 104.4 17.1 3 93.2 170 Bldg Pad:451'S, 30'W(1) 6.5 102.6 20.9 5 94.3 171 Bldg Pad:452'S, 30'W(1) 6.0 107.7 17.2 2 94.3 172 Bldg Pad:453'S, 30'W(1) 5.5 103.6 19.3 3 92.5 173 Bldg Pad:454'S, 30'W(1) 5.0 109.9 17.9 6 94,9 174 Bldg Pad: 560'S, 40'W(1) 9.0 107.7 17.7 6 93.0 175 Bldg Pad: 561'S, 40'W(1) 8.5 100.5 18.6 5 92.3 176 Bldg Pad: 562'S, 40'W(1) 8.0 108.2 17.6 6 93.4 177 Bldg Pad: 563'S, 40'W(1) 7.5 101.2 20,8 5 93.0 178 Bldg Pad: 564'S, 40'W(1) 7.0 103.6 19.6 3 92.5 179 Bldg Pad: 620'S, 20'W(1) 11.0 101.1 21,7 5 92.9 180 Bldg Pad: 621'S, 20'W(1) 10.5 104.9 19.6 3 93.7 181 Bldg Pad: 622'S, 20'W(1) 10.0 108.0 17.4 6 93.2 182 Bldg Pad: 623'S, 20'W(1) 9.5 106.6 18.5 6 92.0 REPORT NO. 10(Revised) 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 (°/o) 183 02-01-14 Bldg Pad:624'S, 20'W(1) 9.0 109.5 17.9 6 94.5 184 Bldg Pad:460'S, 20'W(1) 4.5 108.3 16.5 6 93.5 185 Bldg Pad:461'S, 20'W(1) 4.0 101.5 19.3 5 93.2 186 Bldg Pad:462'S, 20'W(1) 3.5 102.3 19.6 5 94.0 187 Bldg Pad:463'S, 20'W(1) 3.0 108.3 16.5 6 93.5 188 Bldg Pad:464'S, 20'W(1) 2.5 101.5 19.3 5 93.2 189 Bldg Pad: 560'S, 30'W(1) 6.5 102.3 19.6 5 94.0 190 Bldg Pad: 561'S, 30'W(1) 6.0 105.2 18.4 3 94.0 191 Bldg Pad: 562'S, 30'W(1) 5.5 105.2 18.4 3 94.0 192 Bldg Pad: 563'S, 30'W(1) 5.0 104.1 19.7 3 93.0 193 Bldg Pad: 564'S, 30'W(1) 4.5 104.2 20.0 3 93.1 194 Bldg Pad: 650'S, 20'W(1) 8.5 103.8 17.0 3 92.7 195 Bldg Pad: 651'S, 20'W(1) 8.0 107.1 16.7 6 92.4 196 Bldg Pad: 652'S, 20'W(1) 7.5 108.7 16.8 6 93.8 197 Bldg Pad: 653'S, 20'W(1) 7.0 103.6 19.7 3 92.5 198 Bldg Pad: 654'S, 20'W(1) 6.5 1 03.5 19.1 3 92.4 199 Bldg Pad: 80'S,70'W(1) 16.0 103.7 17.4 3 92.6 200 Bldg Pad: 81'S, 70'W(1) 15.5 107.9 17.2 2 94.5 201 Bldg Pad: 82'S,70'W(1) 15.0 107.7 17.5 2 94.3 202 Bldg Pad: 83'S,70'W(1) 14.5 105.9 16.2 2 92.8 203 Bldg Pad: 84'S, 70'W(1) 14.0 103.6 19.7 3 92.5 204 Bldg Pad: 40'S, 120'W(1) 16.0 109.3 17.4 6 94.3 205 Bldg Pad: 41'S, 120'W(1) 15.5 101.4 20.6 5 93.1 206 Bldg Pad: 42'S, 120'W(1) 15.0 107.0 17.2 2 93.7 207 Bldg Pad:43'S, 120'W(1) 14.5 107.1 16.8 2 93.8 208 Bldg Pad:44'S, 120'W(1) 14.0 100.2 21.5 5 92.0 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 FR E E.in I E r-r m 1 r, Est 1 r-il m GEOTECHNICAL AND E R D L1 P 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 (Revised) 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 sandy clay 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 STUTZ DR. • SUITE 400 • DALLAS, TX 75235 • TEL 1214) 350 5600 • FAA" 1214j 350 0019 REPORT NO. 9(Revised) 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 1 06.0 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 1 07.3 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(Revised) 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(°lo) 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) 6.0 104.3 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 CoppelllMr. Larry Davis