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Park West CC(09)-LR 960205
reed engineerin, g PARKWEST COMMERCE CENTER - II AIRLINE DRIVE AND EXECUTIVE DRIVE COPPELL, TEXAS REPORT NO. 2 Date 02-05-96 02-07-96 02-15-96 02-17-96 Test No. 123 124 125 126 127 128 1'29 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 Field Location 5'S, 30'W 5'S, 40'E 5'S,140'E 5'S,240'E Line A/STA Line A/STA Line D/STA Line D/STA Line D/STA Line D/STA Line D/STA Line D/STA Line D/STA Line D/STA Line D/STA 400'S,260'E 290'S,260'E 180'S,260'E 90'S,260'E 10'S,260'E 20'S 120'E 100'S 120'E 190'S 120'E 280'S 120'E 400'S 120'E 15'S 15'E 100'S 15'E 180'S 10'E 250'S, 15'E 330'S, 15'E 500'S,180'E 510'S,170'E 510'S,195'E 510'S,260'E 500'S,295'E (1) (1) (1) (1) 0+35 0+85 0+75 2+75 3+90 0+75 2+30 3+50 3+00 2+00 1+00 (2) (2) (2) (2) (2) (2) (2) (2) (2) (2) (2) (2) (2) (2) (2) (2) (2) (2) (2) (2) Density Tests Depth Below Unit Final Dry S.G. Weight (feet) (pcf) 0 0 98.2 00 985 0 0 100 7 00 975 4 0 101 7 0 0 102 0 25 997 25 995 25 985 1 5 100 4 15 993 15 988 07 991 07 982 07 997 1.5 91 2 1.5 91 9 1.5 91 3 1.5 90.6 1.5 91.0 1.5 91 8 1.5 95 1 1.5 95 7 1.5 96 2 1.5 95 2 1.5 90 8 1.5 90 2 1.5 93 0 1.5 91 4 1.5 91 3 1.5 104 6 1.5 102 6 1.5 105 7 1.5 102.7 1.5 104.3 Moisture Content Curve (%) No. 26 4 25 8 23 5 26 2 22 3 24 0 23.4 23.0 24.6 23.2 22 7 23 7 22 7 21 9 22 6 27 0 26.4 27.8 28.1 27.5 25.4 28.2 27.5 27.7 28.0 27.9 29.8 25.3 27.4 28.1 19.4 19.8 18.0 20.6 19.2 3 3 3 3 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 2 2 2 2 1 1 1 1 1 2 2 2 2 2 Com- pac- tion Level (%) 96.6 96.9 99.1 95.9 98.4 98.6 96.4 96.2 95.3 97.1 96 0 95 6 95 8 95 0 96 4 93 3 94 0 93 4 92 6 93 0 93 9 92 0 92 6 93 0 92 1 92 8 92 2 95 1 93 5 93 4 98 8 100 8 102 2 99 3 100 8 GEOTECHNICAL CONSULTANTS · PLATE 1 reed engineering- PARKWEST COMMERCE CENTER AIRLINE DRIVE AND EXECUTIVE COPPELL, TEXAS REPORT NO. 2 - II DRIVE Date 02-20-96 02 -21-96 Test No. 158 159 160 161 162 1'63 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 Field Density Tests (Continued) Location Depth Below Unit Final Dry S.G. Weight (feet) (pcf) 280'S, 22'E(2) 40'S, 29'E(2) 49'S, 102'E(2) 145'S, 103'E(2) 279'S, 105'E(2) 290'S, 62'W(3) 145' S, 69'W(3) 39'S, 64'W(3) 302'S, 23'E(2) 569'S, 25'E(2) 549' S, 147'E (2) 435' S, 150'E (2) 440'S, 330'S 335'S 49'S 290'S 39'S 569'S 549' S 435'S 440'S 335'S 62'E(2) 105'E(2) 144'E(2) 102'E(2) 62'W(2) 64'W(3) 25'E(2) 147'E (2) 150'E(2) 62'E(2) 144'E(2) 582'S, 240'E(2) 490'S, 20'W(3) 585'S, 42'E(2) 588'S, 183'E(2) 490'S 489'S 485'S 440'S 444'S 300'S 305'S 200'E(2) 120'E(2) 120'E(2) 45'E(2) 178'E(2) 175'E(2) 65'E(2) 0 0 0 0 0 0 0 0 0 0 0 0 0 8 0 8 0 8 0 8 0 9 0 8 0 8 0 8 0 8 0 9 0 8 0 0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 8 8 9 8 9 9 8 8 8 8 8 106 104 104 107 106 103 105 99 105 96 95 99 101 109 98 105 106 104 104 104 105 106 104 105 104 101 105 93 99 106 106 105 108 108 .8 .1 .8 2 3 0 4 8 0 0 5 1 0 6 6 3 8 7 .2 .3 .5 .1 .9 9 2 5 8 6 5 2 8 5 9 0 Com- pac- Moisture tion Content Curve Level (%) No. (%) 17.6 15.7 12.6 16.1 17.6 13.6 15.3 13.8 15 7 14 3 14 7 14 7 16 3 14 9 16 9 16 2 16 0 15 5 15 2 16 2 16 7 16 9 17 0 15 9 16 0 13 3 15 5 12 7 12 6 16 5 14.3 15.6 11.6 14.8 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 97.4 95.0 95.6a 97.8 96.9 94.0b 96.1 91.0c 95.8 87.6d 87 le 90 4f 92 2g 96 2 90 Oh 96 iA 97 4B 95.5C 95 iD 95 2E 96 3F 96 8G 95 7H 96 6 95 1 92 6i 96 5 85.4j 90.8k 96.9 97.4 96.3 99.41 98.5 GEOTECHNICAL CONSULTANTS - PLATE 2 reed engineering PARKWEST COMMERCE CENTER - II AIRLINE DRIVE AND EXECUTIVE DRIVE COPPELL, TEXAS REPORT NO. 2 Date 02-21-96 Test No. 192 193 194 195 196 1'97 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 Field Density Tests (Continued) Location Depth Below Unit Final Dry S.G. Weight (feet) (pcf) 240'S, 55'E(2) 245'S,203'E(2) 585'S, 42'E(2) 490'S, 200'E (2) 489'S,120'E(2) 300'S,175'E(2) 585'S, 42'E(2) 440' S, 45'E(2) 305'S 65'E(2) 215'S 25'E(2) 120'S 104'W(3) 165'S 135'S 670'S 820'S 90'N 120'N, 450'N, 72'W(3) 32'W(3) 21'E(2) 20'E(2) 23'E(1) 90'E(1) 97'E(1) 700'S, 145'E (2) 756'S, 195'E(2) 902'S, 127'E(2) 350'N, 90'W(4) 75'N, 102'W(4) 50'N, 62'W(4) 107'N, 32'W(4) 292'N, 10'W(4) 555'N, 52'W(4) 590'N, 15'W(4) 120'N, 90'E(1) 450'N, 97'E (1) 902' S, 127' E (2) 350'N, 90'W(4) 0.0 0.0 0.0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 1 5 104 104 105 104 105 107 104 105 106 104 107 105 106 94 95 92 87 88 98 91 82 102 90 90 91 93 90 94 90 90 94 101 .1 .5 .5 .2 .4 .5 3 0 0 1 8 5 4 9 5 8 9 3 1 9 5 5 0 9 0 3 8 3 2 9 8 3 Moisture Content Curve (%) No. 15.4 14.9 15 7 15 1 15 7 14 7 16 2 15 5 14 9 15 4 14 1 16 1 15 9 26 9 27 7 26 6 32 6 30 3 22 2 26.3 35 2 25 9 31 5 25 2 24 7 28 7 28 4 28 4 28 1 27 9 28 2 26 2 5 5 5 5 5 5 5 5 5 5 5 5 5 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 2 Com- pac- tion Level (%) 95.0 95.3 96.3I 95.1J 96 2K 98 iL 95 1 95 8 96 7 95 0 98 4 96 3 97 1 97 0 97 6 94 9 89 8m 90 2n 94.9 93 9 84 40 99 lp 92 0 92 9 93 0 95 4 92 8 96 4 92 2M 92 9N 92 20 98 0P GEOTECHNICAL CONSULTANTS · PLATE 3 reed engineerin, g PARKWEST COM/4ERCE CENTER - 11 AIRLINE DRIVE AND EXECUTIVE DRIVE COPPELL, TEXAS REPORT NO. 2 Date 02-28-96 03-01-96 Test No. 224 225 226 227 228 2'29 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 Field Density Tests (Continued) Location Depth Below Unit Final Dry S.G. Weight (feet) (pcf) 350'N 280'N 175'N 90'N 20'N 60'N 120'N 20'W(4) 3o'w(4) 4o'w(4) 15'w(4) lO5'W(4) 15o'w(4) 70'W(4) 180'N, 180'W(4) 250'N, l10'W(4) 300'N, 80'W(4) 350'N, 15'E (1) 225'N, 25'E(1) 190'N, 20'E(1) i10'N, 40'E(1) 40'N, 30'E(1) 350'N, 125'W(4) 325'N, 80'W(4) 300'N, 20'W(4) 250'N, 15'W(4) 230'N, 60'W(4) 190'N, 200'W(4) 185'N, 200'W(4) 150'N, 75'W(4) 170'N, 20'W(4) 120'N, 30'W(4) 75'N, 100'W(4) 55'N, 120'W(4) 40'N, 80'W(4) 20'N, 10'W(4) 15'N, 95'W(4) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 .0 .0 .0 .0 .0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 .0 .0 .0 .0 .0 111 110 110 109 114 109 109 110 109 109 113 110 116 114 112 109 112 109 113 112 109 110 109 110 109 110 114 114 109 116 7 7 7 9 7 5 .5 0 7 0 0 6 8 3 .3 .6 2 6 0 2 6 8 8 8 5 0 0 0 6 6 Moisture Content Curve (%) No. 12.6 12.0 12 9 12 1 15 1 12 8 11 4 11 8 14 8 12 4 13 0 12 1 12 8 11.9 13 8 13 3 13 3 12 8 12 3 13 9 12 5 12 7 13 8 12 9 15.0 15.4 14.0 12.8 13.3 13.0 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 Com- pac- tion Level (%) 96.8 96.0 96.0 95.2 99.4 94.9 94.9 95.3 95 1 94 5 97 9 95 9 101 3 99 0 97.3 95.0 97 2 95 0 97 9 97 2 95 0 96 0 95 1 96 0 95 0 95.5 98.8 98.8 95.0 101.1 GEOTECHNICAL CONSULTANTS - PLATE 4 reed engineerin, g PARKWEST COMMERCE CENTER - II AIRLINE DRIVE AND EXECUTIVE DRIVE COPPELL, TEXAS REPORT NO. 2 Field Density Tests (Continued) Footnotes: (i) (2) (3) (4) Measurements referenced from S.W. building corner. Measurements referenced from N.W. building corner. Measurements referenced from N.E. building corner. Measurements referenced from S.E. building corner. GEOTECHNICAL CONSULTANTS PLATE 5 reed engineerin, g 109 107 105 103 10 12 14 16 18 20 Moisture Content (%) Standard Proctor Compaction Test No. 25 blows per each of 3 layers, withS. 5 and 12 inch drop using 4 inch diameter mold Test performed on minus #4 Sieve size material Boring No. -- Location pound hammer Parkwest Commerce Center - II Depth - Sample No._ Classification Coppell, Texas Yellowish-brown clayey sand Liquid Limit 29 Plastic Limit 18 Plasticity Index 11 Maximum Unit Dry Weight 10~, § Optimum Moisture Content 16.2 OPTIMUM MOISTURE DENSITY CURVE PLATE 6 GEOTECHNICAL CONSULTANTS ' reed engineerin, g PARKWEST COMMERCE CENTER - II AIRLINE DRIVE AND EXECUTIVE DRIVE COPPELL, TEXAS REPORT NO. 2 Date 02-28-96 02-29-96 Pier Summary Depth Final Pier Bell Before Pier Pier Diameter Size Bell Depth No. (in.) (in.) (ft.) (ft.) B-29 22 48 B-28 22 48 B-27 22 48 B-26 22 48 B-25 22 48 B-23 22 48 B-22 22 48 B-21 22 48 B-20 22 48 B-19 22 48 B-17 22 48 B-16 22 48 C-16 22 48 C-17 22 48 C-19 22 48 B-24 24 60 B-18 24 60 C-20 22 48 C-21 22 48 C-22 22 48 C-23 22 48 C-25 22 48 C-26 22 48 C-27 22 48 C-28 22 48 C-29 22 48 F-27 22 48 F-26 22 48 F-25 22 48 F-23 22 48 F-22 22 48 F-21 22 48 F-20 22 48 F-19 22 48 F-17 22 48 F-16 22 48 18 5 18 1 18 6 18 4 18 3 18 0 18 3 18 4 18.0 17 9 17 9 18 0 18 2 18 1 18 0 18 4 18 8 18 4 18 0 18 0 17 8 17 8 18 0 18 3 18 2 18 6 17 8 18.5 18 1 18 6 18 1 18 1 18 3 17 8 18 0 17 8 18 5 18 4 18 7 19 0 18 9 18 4 18 5 18.6 18.3 18.7 18.4 18 0 18 3 18 1 18 7 18 8 19 8 18.5 18.0 18.2 17.8 18.1 18.4 18.4 18.4 19.1 17 8 19 0 18 1 19 0 18 1 18 6 18 3 18 2 18.3 18.3 GEOTECHNICAL CONSULTANTS PLATE 7 reed engineerin, g PARKWEST COMMERCE CENTER AIRLINE DRIVE AND EXECUTIVE COPPELL, TEXAS REPORT NO. 2 - II DRIVE Date 02-29-96 03-01-96 Pier No. E-16 E-17 E-19 E-20 E-21 E-22 E-23 E-25 E-26 E-27 E-28 E-29 F-29 F-28 F-24 F-18 E.5-29.8 F.8-28.5 F.8-29.2 F.8-29.8 F.2-29.8 D-29 D-28 D-27 D-26 D-25 D-23 D-22 D-21 D-19 D-17 D-16 D-20 E-24 D-24 Pier Summary (Continued) Pier Diameter (in.) 22 22 22 22 22 22 22 22 22 22 24 24 24 24 24 24 16 16 16 16 16 22 22 22 22 22 22 22 22 22 22 22 22 24 24 Bell Size (in.) 48 48 48 48 48 48 48 48 48 48 72 72 72 72 60 60 36 36 36 36 36 48 48 48 48 48 48 48 48 48 48 48 48 60 60 Depth Before Bell (ft.) 18.2 17.6 17.9 17.9 17.9 18.0 17.8 17.9 18.2 18.0 17.8 18.3 18.2 18.0 18.3 18.3 18.8 18.3 19.0 17.9 17 8 18 7 18 0 17 7 17 6 17 8 17 6 18 1 17 8 17 8 17 8 17 7 17 7 20 0 19 0 Final Pier Depth (ft.) 18.6 18.0 18.0 18 0 18 3 18 4 18 4 18 6 18 8 18.3 18.3 18.9 18.4 18.5 18.7 18.8 19.0 18.6 19.2 18.2 17 8 19 2 18 2 17 8 17 6 18 0 17 9 18 5 18 4 18 3 18 2 18 0 17 8 21 6 19 9 GEOTECHNICAL CONSULTANTS , PLATE 8 reed engineerin_g PARKWEST COMMERCE CENTER - II AIRLINE DRIVE AND EXECUTIVE DRIVE COPPELL, TEXAS REPORT NO. 2 Date 03-01-96 03-04-96 Pier No. C-24 C-18 D-18 E-18 A.5-30 B-30 B.5-30 C-30 C.5-30 D-30 E-30 E.5-30 A-29.5 A-29 A-28.5 A-28 A-27.5 A-27 A-26.5 A-26 A-25.5 A-25 A-24 5 A-24 A-23 5 A-23 A-22 5 A-22 A-21 5 A-21 A-20 5 A-20 A-19 5 A-19 A-18 5 Pier Suaunary (Continued) Pier Diameter (in.) 24 24 24 24 22 22 22 22 22 22 22 24 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 Bell Size (in.) 60 60 60 60 54 54 54 54 54 54 54 72 54 60 54 60 54 60 54 60 54 60 54 6O 54 60 54 60 54 60 54 60 54 60 54 Depth Before Bell (ft.) 18.0 18.0 18.2 17.8 15 0 15 0 15 0 16 2 15 0 15 3 15 0 15 0 15 8 14 9 15 0 15 0 15 4 14 8 15 0 14 7 15 7 15 7 15 0 14 8 15 0 16 0 15 0 15 3 15.4 15.3 14.8 14.7 14.9 14.9 15.5 Final Pier Depth (ft.) 19.1 18.2 18.2 18 0 15 1 15 0 15 5 16 2 15 2 16 0 15.3 15.0 16.0 14.9 15 0 15 0 15 6 14 9 15 8 15 5 15.8 15.7 15.2 14.8 15.0 16.4 15.2 16.0 15.7 15.4 14.9 15.0 15.3 15.2 16.0 GEOTECHNICAL CONSULTANTS PLATE 9 reed en. gineering PARKWEST COMMERCE CENTER - AIRLINE DRIVE AND EXECUTIVE DRIVE COPPELL, TEXAS REPORT NO. 2 Date 03-04-96 03-05-96 Pier No. A-18 A-17 A-17 A-16 A-16 A-15 A-30 G-28 G-28 G-27 G-27 G-26 G-26 G-25 G-25 G-24 G-24 G-23 G-23 G-22 G-22 G-21 G-21 G-20 G-20 G-19 G-19 G-18 G-18 G-17 G-17 G-16 G-16 G-15 .5 .5 .5 .5 .5 .5 5 5 5 5 5 5 5 5 5 5 .5 Pier Summary (Continued) Pier Diameter (in.) 22 22 22 22 22 22 24 24 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 24 24 24 24 Bell Size (in.) 60 54 60 54 60 54 54 72 60 54 60 54 60 54 6O 54 60 54 60 54 60 54 60 60 60 54 60 54 60 54 60 54 60 54 Depth Before Bell (ft.) 15 0 15 0 14 5 14 9 15 5 15 0 15.7 15.3 15.0 14.9 15.0 15 4 15 3 15 1 15 0 15 2 15 2 15 5 15 1 15 0 15 4 15 5 15 0 15 3 15.5 15 4 15 4 14 8 15 7 15 1 15 2 14 8 14 9 15.4 Final Pier Depth (ft.) 15.0 15.5 15.2 15.8 15.8 16.0 15.8 15.4 15.0 14 9 15 2 15 4 15 3 15 3 15 0 15 2 15 5 15 6 15 5 15 1 15 8 15 7 15 6 15 8 15 9 15.5 15.6 15.2 15.8 15.4 16.1 16.3 16.1 16.2 GEOTECHNICAL CONSULTANTS , PLATE 10 reed engineerin, g PARKWEST COMMERCE CENTER - II AIRLINE DRIVE AND EXECUTIVE DRIVE COPPELL, TEXAS REPORT NO. 2 Date 03-05-96 03-06-96 03-07-96 Pier No. G-30 G-29.2 F.2-30 B-15 B-14 B-12 B-Ii B-10 B-9 B-8 B-6 B-5 B-4 B-3 B-2 C-14 C-12 C-ii C-10 C-9 C-8 C-6 C-5 C-13 B-13 C-7 B-7 C-4 C-3 C-2 C-15 D-2 D-3 D-4 D-5 Pier Summary (Continued) Pier Diameter (in.) 24 24 24 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 24 24 24 24 22 22 22 22 22 22 22 22 Bell Size (in.) 72 72 72 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 60 6O 6O 60 48 48 48 48 48 48 48 48 Depth Before Bell (ft.) 15.0 15.3 14.8 18 1 17 9 18 4 17 8 18 0 16 0 16 0 14 8 15.0 15 0 15 8 16 0 15 9 14 9 15 4 14 9 15 0 15 0 16.4 15.8 15.0 15.4 16.1 16.3 16.6 15.6 15.2 15.4 15.3 13.2 14.0 13.0 Final Pier Depth (ft.) 16 0 16 1 16 4 18 8 17 9 18 4 17 9 18 0 16.9 16.8 15.0 15.9 15.1 15.9 16.4 15.9 15.3 15.6 15.3 15.2 15.6 17.2 17 1 16 0 16 3 16 8 16 7 17 1 15 9 15.5 16.0 15.9 13.5 14.8 13.6 GEOTECHNICAL CONSULTANTS PLATE 11 reed engineerin, g PARKWEST CO~W_ERCE CENTER AIRLINE DRIVE ~ EXECUTIV~ COPPELL, TEXAS REPORT NO. 2 - II DRIVE Date 03-07-96 03-11-96 03-12-96 Pier No. D-6 D-8 D-9 D-10 D-ii D-12 D-14 D-15 E-15 E-14 E-12 E-ii E-10 E-9 E-8 E-6 E-5 E-4 E-3 E-2 F-2 F-3 F-4 F-5 F-6 F-8 F-9 F-10 F-Il F-12 F-14 F-15 D-7 E-7 F-7 Pier Summary (Continued) Pier Diameter (in.) 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 24 24 24 Bell Size (in.) 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 48 60 60 6O Depth Before Bell (ft.) 12.2 12.7 12.2 12.1 15.3 15.4 15.2 15.2 15.0 16 1 15 6 15 1 15 2 16 0 15 4 15 3 15 3 15 4 15.7 16 0 16 3 15 4 15 7 15 7 15 8 16 3 14 9 16 8 15.1 16.0 16.1 16.0 17.7 15.4 15.1 Final Pier Depth (ft.) 12.7 13.0 12.4 12.5 15.8 16.0 15.5 15.8 15.3 16.3 16.3 15.5 15.7 16.7 16.5 15 8 16 3 16 5 16 4 16 1 16 8 17 0 16 2 17 0 16 8 17 8 16 6 17 8 16 6 16 4 16 5 16 5 18.6 16.4 15.6 GEOTECHNICAL CONSULTANTS · PLATE 12 reed engineerin, g PARKWEST COMMERCE CENTER AIRLINE DRIVE AND EXECUTIVE COPPELL, TEXAS REPORT NO. 2 - II DRIVE Date 03-12-96 03-13 -96 Pier No. F-13 E-13 D-13 E.5-1.2 F.2-1.2 F.8-1.2 F.8-1.8 F.8-2.5 G-15 G-14.5 G-14 G-13 G-12.5 G-12 G-11.5 G-Il G-10.5 G-10 G-9.5 G-9 G-8.5 G-8 G-7.5 G-7 G-6.5 G-6 G-5.5 G-5 G-4.5 G-4 G-3.5 G-3 G-2.5 G-1.8 F.2-1 Pier Summary (Continued) Pier Diameter (in.) 24 24 24 16 16 16 16 16 24 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 24 24 24 Bell Size (in.) 60 60 60 36 36 36 36 36 60 54 60 60 54 60 54 60 54 60 54 60 54 60 54 60 54 60 54 60 54 60 54 6O 72 72 72 Depth Before Bell (ft.) 15.4 15.9 15.0 14.9 16.0 15.1 15 0 15 3 15 3 15 0 15 8 15 0 15 8 15 3 15 5 15 0 15 6 15.2 15.4 15.4 15 6 15 8 15 5 15 3 15 8 15 9 15 9 15 6 15 6 15 3 16 1 15 6 15 7 15 3 15 3 Final Pier Depth (ft.) 16.0 16.3 15.6 15 5 16 4 15 5 15 2 15 8 15 6 15.3 16.2 15.5 16 5 15 9 16 3 16 5 16 6 18 5 16 8 16.2 16.7 16 4 16 9 16 0 16 1 17 1 15 9 15 8 16 2 16 9 17 0 16 5 17 1 16 5 15 8 GEOTECHNICAL CONSULTANTS , PLATE 13 reed engineering PARKWEST COHMERCE CENTER - II AIRLINE DRIVE AND EXECUTIVE DRIVE COPPELL, TEXAS REPORT NO. 2 Date 03-13-96 03-14-96 Pier No. E.5-1 E-1 D-1 C.5-1 C-1 B.5-1 B-1 A.5-1 A-1 5 A-2 A-2 5 A-3 A-3 5 A-4 A-4 5 A-5 A-5 5 A-6 A-6 5 A-7 A-7 5 A-8 A-8 5 A-9 A-9 5 A-10 A-10.5 A-11 A-11.5 A-12 A-12.5 A-13 A-13.5 A-14 A-14.5 Pier Summary (Continued) Pier Diameter (in.) 24 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 Bell Size (in.) 72 6O 60 60 60 60 60 60 54 60 54 60 54 60 54 60 54 60 54 60 54 60 54 60 54 60 54 60 54 60 54 6O 54 60 54 Depth Before Bell (ft.) 16.5 15.8 15.4 15 3 15 2 15 8 16 4 15 4 15 4 15 4 15 1 15 0 15 2 15 3 15 4 15 1 15 2 15 4 15 2 15 0 14 9 15.4 15.5 15.2 15.1 15.0 15.1 15.0 15.6 15.0 15.3 15.1 15.4 15.2 15.6 Final Pier Depth (ft.) 17.8 16.0 16.4 17.2 16.9 17.6 18 1 17 2 15 6 15 7 15 6 16 7 15 4 16 6 16.5 16 7 16 1 16 2 16 0 16 3 15 9 17.6 16.0 16.2 16.1 16.2 16.6 16.4 16 1 16 2 15 7 16 9 16 6 15 9 16 4 GEOTECHNICAL CONSULTANTS PLATE 14 reed engineerin, g PARKWEST CO~/~ERCE CENTER AIRLINE DRIVE ~ EXECUTIVE COPPELL, TEXAS REPORT NO. 2 - II DRIVE Date 03-14-96 03-15-96 Pier Summary (Continued) Depth Final Pier Bell Before Pier Pier Diameter Size Bell Depth No. (in.) (in.) (ft.) (ft.) A-15 22 G-1 24 A-1 24 D.5-1 22 G-13.5 22 D.5-30 22 F.3-30.2 12 G-30.2 12 G.2-29.7 12 G. 2-29.6 12 F.3-0.8 12 G-0.8 12 G.2-1.3 12 G.2-1.4 12 6O 72 56 54 54 54 30 30 30 30 30 30 30 30 15 3 15 5 15 4 15 8 15 2 15 5 8.5 8 0 7 9 8 2 8 7 8 6 8 5 8 1 15.9 17.6 16.1 16.1 15.2 16.2 8.5 8.6 8.5 8.2 9.5 9.2 9.4 9.1 GEOTECHNICAL CONSULTANTS , PLATE 15