Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Freeport NIP(4)-LR 960222
reed engineerin, g FREEPORT NORTH ROYAL LANE AT CREEKVIEW DRIVE COPPELL, TEXAS REPORT NO. 3 Pocket Penetrometer Test Results Date Depth Sampled (feet) W-16 W-17 W-18 01-26-96 0.0 - 1.5 2.5 2.0 1.0 1.5 - 3.0 1.5 1.5 3.0 3.0 - 4.5 3.0 4.5+ 4.5+ 4.5 - 6.0 1.5 4.5+ 1.0 6.0 - 7.5 2.0 4.5+ 3.0 7.5 - 9.0 2.0 2.75 3.0 9.0 - 10.0 2.5 2.0 3.0 Depth (feet) W-21 W-22 W-23 00 - 15 15- 30 30 - 45 45 - 60 60 - 75 75 - 90 9.0 - 10 0 1 75 2 0 3 25 3 0 2 5 2 0 2 5 W-19 W-20 Depth (feet) 0.0 - 1.5 1.5 - 3.0 3.0 - 4.5 4.5 - 6.0 6.0 - 7.5 7.5 - 9.0 9.0 - 10.0 W-26 1 0 2 25 2 0 4 0 3 0 2 0 3 0 0.75 1.0 1.25 1 25 3.0 25 3.5 20 2.0 20 2.25 2 25 2.25 2 0 W-24 W-25 0.5 2.0 1.5 1.0 0.5 1.0 2.5 1.5 1.0 4.5+ 2.0 4.5+ 1.0 4.5+ 2.0 4.5+ 2.25 4.5+ 2.0 2.5 4.5+ 3.5 2.0 2.0 3.5 3.5 2.5 2.5 GEOTECHNICAL CONSULTANTS , PLATE 1 reed engineering FREEPORT NORTH ROYAL LANE AT CREEKVIEW DRIVE COPPELL, TEXAS REPORT NO. 3 Test Date No. 01-26-95 129 130 131 132 133 134 135 01-27-96 136 137 138 139 140 141 142 143 144 01-29-96 145 146 147 148 149 150 151 152 153 154 155 01-30-96 156 157 158 159 02-06-96 160 161 162 163 Field Density Tests Location Depth Below Unit Final Dry S.G. Weight (feet) (pcf) Line B/STA 0+50 Line B/STA 0+75 Line B/STA 1+00 Line B/STA 1+25 Line B/STA 1+50 Line B/STA 1+75 Line B/STA 1+90 Line A/STA 0+25 Line A/STA 0+50 Line A/STA 0+75 Line A/STA 1+00 Line B/STA 3+90 Line B/STA 4+00 Line B/STA 3+50 Line B/STA 3+40 Line B/STA 3+30 Line A/STA 4+90 Line A/STA 3+70 Line A/STA 5+50 Line A/STA 5+75 Line A/STA 6+00 30'N, 150'W(1) 5'S, 135'W(1) 30'S, 170'W(1) 90' S, 140'W (1) 175'S,170'W(1) 300' S, 150'W (1) Line A/STA 8+25 Line A/STA 8+30 Line A/STA 9+75 Line A/STA 9+90 25'S, 25'E(1) 20'S, 125'E(1) 25'S,225'E(1) 25'S,330'E(1) 6 0 5 0 4 0 3 0 2 0 I 0 0 0 3 0 2 0 1 0 0 0 4 0 3 0 2 0 1 0 0 0 0 0 1 5 2 0 i 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 1.0 0.0 1.0 0.0 0.0 0.0 0.0 0.0 92 8 93 3 92 0 91 5 91 1 92 3 9O 6 90.9 89.7 89.4 91.2 90.3 89.4 89 9 90 1 90 9 92 2 90 6 90 6 90 0 90 0 90 6 90 0 91 1 91 6 89 7 90 5 89 9 91 0 91 8 90.2 85.8 84.4 85.0 85.1 Moisture Content (%) Com- pac- tion Curve Level No. (%) 26.9 25.4 26.0 24.3 25.9 24.7 25.6 29.7 31.8 32.7 29.1 30.9 31.4 31.9 29.5 29.0 26.9 23.7 30.7 29.5 31.4 30.0 30.9 31.6 29.4 28.5 29.8 30.4 28.0 27.9 29.6 30.2 31.4 28.7 31.7 97.4 97.9 96.5 96.0 95.6 96.8 95.1 96.8 95.5 95.2 97.1 96.2 95.2 95.7 96.0 96.8 96.7 95.0 96.5 95.8 95.8 96.5 95.8 97.0 97.6 95.5 96.4 95.7 96.9 97.8 96.1 96.8 95.3 95.9 96.0 GEOTECHNICAL CONSULTANTS · PLATE 2 reed engineering ROYAL FREEPORT NORTH LANE AT CREEKVIEW COPPELL, TEXAS REPORT NO. 3 DRIVE Date 02-06-96 02-08-96 Test No. 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 Field Density Tests (Continued) Location Depth Below Unit Final Dry S.G. Weight (feet) (pcf) 100'S, 340'E (1) 90'S,250'E(1) 80'S,150'E(1) 190'S, 50'E (1) 160'S, 40'E (1) 160' S, 140' E (1) 170' S, 230'E (1) 165'S,330'E(1) 220'S,325'E(1) 220'S, 230'E (1) 220'S, 140'E(1) 220'S, 40'E(1) 280'S, 25'E(1) 285' S, 125' E (1) 280'S,225'E(1) 280' S, 310'E (1) 330'S,300'E(1) 330'S, 220'E(1) 330' S, 130' E (1) 330'S, 40'E(1) 390'S, 25'E(1) 390'S,110'E(1) 385'S,210'E(1) 390'S,310'E(1) 340'S,340'E(1) 340'S, 390'E(1) 15'S, 380'E (1) 15' S,300'E(1) 15' S, 240' E (1) 340' S, 340' E (1) 340'S,390'E(1) 250'S,380'E(1) 250'S,300'E(1) 250'S,240'E(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 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 85 85 84 84 84 85 85 84 86 85 85 85 86 84 84 85 84 84 85 85 85 84 84 85 85 84 84 85 85 85 84 85 85 85 2 0 2 5 2 6 2 7 1 .2 .0 .8 .0 .8 .6 .1 .5 .5 .7 .1 .2 .2 .3 .2 .6 .2 .3 .1 .2 .6 .2 .1 .1 .2 Moisture Content Curve (%) No. 30 2 31 2 30 7 31 9 32 0 29 7 31 0 30.8 32.4 32.0 31.4 29 7 29 9 30 7 31 8 30 0 31 0 31 5 31 5 29 0 30 0 32 0 31.8 30.2 29.2 31.4 31.0 29.5 29.7 29.2 31.4 31.0 29.5 29.7 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 4 4 4 4 Com- pac- tion Level (%) 96.2 95.9 95.0 95.4 95.0 96.6 96.2 95 6 97 2 96 2 95 9 96 8 97 1 95 7 95 5 96 1 95.4 95.4 95.4 96.0 96.2 95.0 95.1 96.2 96.6 95.0 95.1 96.0 96.2 96.6 95.0 95.1 96.0 96.2 GEOTECHNICAL CONSULTANTS , PLATE 3 Test Date No. 02-08-96 198 199 200 201 02-09-96 202 203 204 205 206 207 208 209 210 211 212 213 214 215 02-15-96 216 217 218 02-21-96 219 220 02-22-96 221 222 223 224 02-23-96 225 226 227 228 229 230 FREEPORT NORTH ROYAL LANE AT CREEKVIEW DRIVE COPPELL, TEXAS REPORT NO. 3 Field Density Tests (Continued) Location Depth Below Unit Final Dry S.G. Weight (feet) (pcf) 15'S, 185'E(1) 0.0 15'S, 130'E(1) 0.0 15'S, 85'E(1) 0.0 15'S, 20'E(1) 0.0 25'S, 120'E (1) 0.0 100'S, 120'E (1) 0.0 170'S, 120'E (1) 0.0 230'S, 120'E (1) 0.0 290'S, 120'E (1) 0.0 330'S, 120'E (1) 0.0 390'S, 120'E(1) 0.0 380'S,220'E(1) 0.0 300'S, 220'E(1) 0.0 250'S,220'E(1) 0.0 190'S,220'E(1) 0.0 120'S,220'E(1) 0.0 80'S,220'E(1) 0.0 10'S, 220'E(1) 0.0 Line B/STA 0+00 0.0 Line B/STA 0+00 0.0 Line A-I/ STA 0+00 0.0 3.0 3.0 0.2 2.0 3.0 3.0 1.1 0.2 2.2 0.3 1.0 2.0 75'S (2,3) 180'S (2,3) 220'S (2,3) 140'S (2,3) 180'S (2,3) 75'S (2,3) 455'S (2,3) 438'S (2,3) 418'S (2,3) 200'S (2,3) 237'S (2,3) 595'S (2,3) 86.3 84.6 84.3 85.8 84.4 85.3 84.8 84.2 84.5 86.5 85.5 86.4 85.6 84.9 84.3 85.2 86.3 85.9 84.8 84.2 84.7 86.7 95 5 90 7 91 6 90 5 91 3 92 3 90 6 90 8 91 6 92 5 90 7 Moisture Content (%) 29.7 31.2 32.0 30.7 31.4 30.6 30.7 32.0 31.7 29.6 30.0 28.6 30.9 31.4 32.4 32.0 29.7 30.4 30.2 30.2 29.9 19.4 20.9 24.2 25.0 24.0 23.6 24.1 28.7 28.4 23.9 23.5 25.1 reed eng!neerin, g Com- pac- tion Curve Level No. (%) 4 97.4 4 95.5 4 95.1 4 96.8 4 95.3 4 96.3 4 95.7 4 95.0 4 95.4 4 97.6 4 96.5 4 97.5 4 96.6 4 95.7 4 95.2 4 96.2 4 97.4 4 97.0 4 95.8 4 95.1 95.7 91.0a 100.2b 95.2 96.1 95.0B 95.8A 96.9 95.1 95.2 96.1 97.1 95.2 GEOTECHNICAL CONSULTANT , PLATE 4 reed engineerin, g FREEPORT NORTH ROYAL LA/TEAT CREEK~IEW DRIVE COPPELL, TEXAS REPORT NO. 3 Test Date No. 02-26-96 231 02-28-96 232 233 234 235 236 Field Density Tests (Continued) Location Depth Below Unit Final Dry Moisture S.G. Weight Content (feet) (pcf) (%) 600'S (2,4) 2.5 91.5 25.6 200'S, 20'E(2,5) 1.0 89.0 25.3 220'S 20'E(2,5) 0.0 91.0 24.4 60'S, 20'W(2,6) 2.0 90.2 25.8 60'S 25'W(2,6) 1.0 92.2 25.3 60'S 30'W(2,6) 0.0 91.7 25.4 Com- pac- tion Curve Level No. (%) 1 96.0 1 93.3 1 95.5 1 94.6 1 96.7 1 96.2 Footnotes: (i) (2) (3) (4) (5) (6) Measurements referenced from N.W. building corner. Test taken on water line backfill. Measurements referenced from N.E. fire hydrant. Measurements referenced from south curb line on Royal Lane. Measurements referenced from N.E. building corner. Measurements referenced from S.E. building corner. GEOTECHNICAL CONSULTANTS · PLATE 5 reed engineerin, g 89 88 87 85 24 26 28 30 32 Moisture Content (%) Standard Proctor Compaction Test No. 4 25 blows per each of 3 layers, with 5.5 pound hammer and 12 inch drop using 4 inch diameter mold Test performed on minus #4 Sieve size material Boring No. -- Location Freeport North Depth - Sample No. Classification Coppel 1, Texas Dark brown clay (lime-treated) Liquid Limit O/o Plastic Limit % Plasticity Index Maximum Unit Dry Weight 88.6 Optimum Moisture Content 28.2 OPTIMUM MOISTURE DENSITY CURVE PLATE 6 GEOTECHNICAL CONSULTANTS · reed engineerin, g FREEPORT NORTH ROYAL LANE AT CREEKVIEW DRIVE COPPELL, TEXAS REPORT NO. 3 Pier Summary Pier Date No. 02-08-96 K-2 24 72 K-3 24 72 K-4 24 72 K-5 24 72 K-6 24 72 K-7 24 72 02-09-96 K-8 24 54 K-9 24 54 K-10 24 54 B-3 24 66 B-4 24 72 B-5 24 54 B-6 24 54 B-7 24 54 B-8 24 54 B-9 24 66 B-10 24 66 02-12-96 C-2 24 72 C-3 24 72 C-4 24 72 C-5 24 54 C-6 24 66 C-7 24 54 C-8 24 54 C-9 24 54 C-10 24 66 D-10 24 66 D-9 24 54 D-8 24 54 D-7 24 54 D-6 24 66 D-5 24 54 D-4 24 72 D-3 24 72 D-2 24 72 02-13-96 J-2 24 72 Depth Final Pier Bell Before Pier Diameter Size Bell Depth (in.) (in.) (ft.) (ft,) 15 8 16 5 15 7 16 0 15 0 17 1 15.4 15.6 15.5 15.5 15.8 16.7 16.0 15.4 15.3 15.4 15.0 15.5 15.5 15.2 15.8 15.4 15.1 15.7 15.0 15.2 15.3 15.0 15.6 15.6 15.6 15.4 15.2 15.8 16.0 15.2 16.0 16.5 16.2 16.0 15.4 17.4 15.4 15.6 15 5 15 5 15 8 16 7 16 1 15 4 15 3 15 4 15 0 15 5 15.5 15 3 16 2 15 5 15 2 16 0 15 2 15.2 15.3 15.0 15.6 15.6 15.6 15.4 15.2 15.8 16.0 15.2 GEOTECHNICAL CONSULTANTS , PLATE 7 reed engineering ROYAL FREEPORT NORTH LANE AT CREEKVIEW COPPELL, TEXAS REPORT NO. 3 DRIVE Date 02-13 -96 02-14-96 Pier NO. Pier Summmry Pier Bell Diameter Size (in.) (in. J-3 24 72 J-4 24 54 J-5 24 54 J-6 24 54 J-7 24 54 J-8 24 54 J-9 24 54 J-10 24 54 H-10 24 66 H-9 24 54 H-8 24 54 H-7 24 54 H-6 24 66 H-5 24 54 H-4 24 54 H-3 24 54 H-2 24 54 G-2 24 54 G-3 24 54 G-4 24 54 G-5 24 54 E-2 24 54 E-3 24 54 E-4 24 54 E-5 24 54 E-6 24 54 E-7 24 54 E-8 24 54 E-9 24 54 E-10 24 54 F-10 24 54 F-9 24 54 F-8 24 54 F-7 24 54 F-6 24 54 F-5 24 54 Depth Before Bell (ft.) 15.3 15.4 15.7 15.5 15.7 15.9 16.2 16.2 15.2 15.4 15.7 t5.0 15.5 15.4 15.4 15.2 15.2 15.6 15.3 15.7 15.5 15.6 15.4 15.4 15.3 15.7 16 0 16 7 15 5 15 2 15 5 15 5 15 1 15 7 15.2 15.1 Final Pier Depth (ft.) 15.3 15.6 16.0 15.6 15.7 16.0 16.3 16.3 15.5 15.7 15.8 15.1 15.5 15.4 15 4 15 2 15 2 15 8 15 3 15 8 15 6 15 8 15 5 15 5 15.3 15.7 16.0 16.7 15.5 15.4 15.5 15.7 15.1 15.8 15.3 15.1 GEOTECHNICAL CONSULTANTS ' PLATE 8 reed engineerin, g ROYAL FREEPORT NORTH LANE AT CREEKVIEWDRIVE COPPELL, TEXAS REPORT NO. 3 Pier Summary (Continued) Depth Final Pier Bell Before Pier Pier Diameter Size Bell Depth Date No. (in.) (in.) (ft.) (ft.) 02-14-96 F-4 24 66 15.0 15.1 F-3 24 66 15.5 15.6 F-2 24 54 16.0 16.2 G-6 24 66 15.5 15.6 G-7 24 54 15.0 15.0 G-8 24 54 15.1 15.2 G-9 24 54 16.1 16.1 G-10 24 66 15.3 15.5 02-15-96 A-10 24 66 15.9 16.0 K-11 24 54 15.6 15.6 K-12 24 54 15.5 15.5 K-13 24 54 15.5 15.5 K-14 24 54 15.6 15.6 K-15 24 54 15.4 15.5 K-16 24 54 16.2 16.2 K-17 24 72 15.1 15.2 K-18 24 72 15.9 15.9 B-18 24 72 15.6 15.6 B-17 24 72 15.2 15.2 B-16 24 54 15.7 15.9 B-15 24 54 15.4 15.6 B-14 24 54 15.0 15.3 B-13 24 54 15.8 16.0 B-12 24 54 15.8 15.8 B-ii 24 66 16.6 16.6 J-11 24 54 15.8 15.8 J-12 24 54 15.2 15.2 J-13 24 54 15.3 15.3 J-14 24 54 15.5 15.5 02-16-96 J-15 24 54 15.6 15.6 J-16 24 54 15.2 15.2 GEOTECHNICAL CONSULTANTS · PLATE 9 reed engineering ROYAL FREEPORT NORTH LANE AT CREEKVIEW COPPELL, TEXAS REPORT NO. 3 DRIVE Date 02-16-96 02-19-96 Pier No. J-17 J-18 H-18 H-17 H-16 H-15 H-14 H-13 H-12 H-11 G-11 G-12 G-13 G-14 G-15 G-16 G-17 G-18 C-18 C-17 C-16 C-15 C-14 C-13 C-12 C-11 D-11 D-12 D-13 D-14 D-15 D-16 D-17 Pier Summary (ContinUed) Pier Diameter (in.) 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 24 Bell Size (in.) 72 72 54 54 54 54 66 54 54 54 54 54 54 66 54 54 54 54 72 72 54 54 66 54 54 54 54 54 54 66 54 54 54 Depth Before Bell (ft.) 15.2 16.2 15.9 15.8 15.6 15.8 15.5 16.9 16.0 15.4 16.0 15.6 15.6 15.3 15 9 15 1 15 6 16 0 15 5 16 3 15 4 15 7 17 3 15.7 15.7 15.2 15.2 15.3 15.4 15.0 15.7 15.0 15.2 Final Pier Depth (ft.) 15.2 16.2 16.0 16 0 15 9 16 1 15 7 17 0 16 1 15 5 16 0 15 6 15 7 15 5 16 0 15 5 15 7 16 0 15 5 16 3 15.4 15.8 17.5 15.7 15.7 15.2 15.8 15.4 15.5 15.2 15.9 15.4 15.7 GEOTECHNICAL CONSULTANTS PLATE 10 reed engineerin, g ROYAL FREEPORT NORTH LANE AT CREEKVIEW DRIVE COPPELL, TEXAS REPORT NO. 3 Date 02-19-96 02-20 -96 Pier No. D-18 E-11 E-12 E-13 E-14 E-15 E-16 E-17 E-18 F-18 F-17 F-16 F-15 F-14 F-13 F-12 F-ii B.3-18.6 B.3-19 A.7-18.7 L-17.6 L-17.1 L-16.6 L-16.1 L-15.6 L-15.1 L-14.6 L-14.1 L-13 6 L-13 1 L-12 6 L-12 1 L-ii 6 L-ii 1 L-10 6 Pier Summary (Continued) Depth Final Pier Bell Before Pier Diameter Size Bell Depth (in.) (in.) (ft.) (ft.) 24 54 24 54 24 54 24 54 24 54 24 54 24 54 24 54 24 54 24 54 24 66 24 66 24 54 24 54 24 54 24 54 24 54 24 66 24 66 24 66 24 66 24 72 24 66 24 66 24 66 24 66 24 66 24 66 24 66 24 66 24 66 24 66 24 66 24 66 24 66 15.1 15.5 15.4 15.6 15.5 15.3 15.7 15.6 15.5 15.4 15.3 15.8 15.6 15 7 15 2 16 1 15 8 15 7 15 5 15 1 15 5 15 3 15 5 15 6 15.7 15.6 15.1 15.8 16.1 15.3 15.3 15.8 15.1 15.4 15.2 15.4 15.5 15.5 15.9 15.6 15.6 16.0 15.8 15.5 15.5 15.3 15.9 15.6 15.8 15.3 16.2 15.8 15.7 15.6 15.1 15.5 15.3 15.5 15.8 15.7 15.7 15.2 16.0 16.1 15.5 15.3 15.8 15.1 15.5 15.4 GEOTECHNICAL CONSULTANTS · PLATE 11 reed engineerin, g ROYAL FREEPORT NORTH LANE AT CREEEVIEW COPPELL, TEXAS REPORT NO. 3 DRIVE Date 02-20-96 02-21-96 02-26-96 Pier No. L-10.1 L-9.6 L-9.1 L-8.6 L-8.1 L-7 6 L-7 1 L-6 6 L-6 1 L-5 6 L-5 1 L-4 6 L-4 1 L-3 6 L-3 1 L-2 4 K.7-2.4 K.7-1.7 K.7-1.3 K.2-1.3 J.9-1.3 J.7-1 AA-10.5 AA-Ii A-ii A-11.6 A-12.1 A-12.6 A-13.1 A-13.6 A-14.1 A-14.6 A-15.1 A-15.6 A-16.1 Pier Summary (Continued) Pier Bell Diameter Size (in.) (in. 24 66 24 66 24 66 24 66 24 66 24 66 24 66 24 66 24 66 24 66 24 66 24 66 24 66 24 66 24 72 24 72 24 66 24 72 24 66 24 66 24 66 24 66 24 48 24 48 24 66 24 66 24 66 24 66 24 66 24 66 24 66 24 66 24 66 24 66 24 66 Depth Before Bell (ft.) 15.3 15.3 11.3 11.6 11.0 11.4 11.5 11.6 11.4 11.3 11.5 11.1 11.0 10.9 10.9 11.6 12.1 12.1 11.5 12.1 12.1 11.4 13 0 13 6 12 6 11 4 11 7 11 5 11.5 11.2 11.2 11.3 11.5 11.7 11.2 Final Pier Depth (ft.) 15.7 15.3 11.3 11.6 11.0 11.4 11.6 11.7 11.4 11.3 11.5 11.1 11.3 11.3 11.0 11.6 12.1 12.1 11.6 12.1 12.1 11.5 13.1 13.8 12.8 11.4 11.7 11.5 11.6 11.3 11.2 11.4 11.5 11.9 11.2 GEOTECHNICAL CONSULTANTS PLATE 12 reed engineering Date 02 -26-96 02-27-96 02-28-96 Note: FREEPORT NORTH ROYAL LANE AT CREEKVIEW DRIVE COPPELL, TEXAS REPORT NO. 3 Pier (Continued) Depth Final Pier Bell Before Pier Pier Diameter Size Bell Depth No. (in.) (in.) (ft.) (ft.) A-16.6 24 66 11.0 A-17.1 24 72 11.7 A-17.6 24 66 12.0 A.3-17.6 24 72 11.2 A.3-18.1 24 66 12.3 A.3-18.7 24 66 12.6 B.6-19 24 66 12.8 C.1-19 24 66 12.5 C.6-19 24 66 12.5 D.l-19 24 66 12.7 D.6-19 24 66 12.7 E.l-19 24 66 13.1 E.6-19 24 66 12.5 F.l-19 24 66 12.4 F.6-19 24 66 13.2 G.l-19 24 66 13.5 G.6-19 24 66 13.3 H.l-19 24 66 13.0 H.6-19 24 66 12.5 J.l-19 24 66 12.0 J.4-19 24 66 12.0 J.7-19 24 66 12.3 J.7-18.7 24 72 11.0 K.2-18.7 24 66 11.7 K.7-18.7 24 66 11.2 K.7-~8.1 24 66 11.4 K.7-17.6 24 72 11.8 11.0 11.7 12.0 11.2 12.4 12.7 13.0 12.9 12.5 12.7 12.8 13.3 12.6 12.5 13 3 13 5 13 3 13 0 12 8 12 2 12 0 12 3 11, 0 11 7 11.3 11.4 11.9 All measurements referenced from drilling grade. GEOTECHNICAL CONSULTANTS · PLATE 13