3400 RIVERFRONT BLVD Geotech Report 2022-10-25

• • . GeoDesign, Inc. Page 1 of 3 Case Method&iCAP®Results PDIPLOT Ver.2014.1 -Printed:7-Feb-2014 • HOLOCENEDRILL-3-01 -BORING MW 3 DIEDRICH D-50 OP:WMN Test date:6-Feb-2014• AR: 1.41 inA2 SP: 0.492 k/ft3 • LE: 8.15 ft EM:30,000 ksi WS: 16,807.9 f/s JC: 0.00 . FMX: Maximum Force EMX: Max Transferred Energy VMX: Maximum Velocity ETR: Energy Transfer Ratio • BPM: Blows per Minute BL# depth BLC FMX VMX BPM EMX ETR • ft bl/ft kips f/s ** k-ft (%) 1 2.56 18 37 14.0 1.9 0.220 63.0 . 2 2.61 18 48 16.3 46.1 0.252 72.0 3 2.67 18 49 17.1 46.2 0.266 76.0 • 4 2.72 18 49 17.4 46.2 0.272 77.7 5 2.78 18 41 15.3 45.8 0.259 73.9 • 6 2.83 18 45 15.6 45.7 0.277 79.0 7 2.89 18 46 15.9 46.1 0.265 75.7 • 8 2.94 18 47 16.1 46.0 0.265 75.9 9 3.00 18 45 14.7 45.4 0.255 72.9 • 10 3.03 30 45 15.5 45.4 0.273 78.1 11 3.07 30 44 15.0 46.1 0.259 74.1 • 12 3.10 30 44 15.6 45.9 0.271 77.5 13 3.13 30 47 15.3 45.4 0.267 76.2 O 14 3.17 30 48 15.6 45.7 0.258 73.8 15 3.20 30 46 15.3 46.1 0.272 77.9 • 16 3.23 30 44 14.6 46.3 0.264 75.5 17 3.27 30 46 15.2 45.3 0.267 76.4 • 18 3.30 30 46 14.4 45.3 0.273 78.1 19 3.33 30 45 14.2 45.9 0.265 75.8 • 20 3.37 30 45 14.4 45.6 0.277 79.1 21 3.40 30 46 14.6 45.7 0.275 78.6 • 22 3.43 30 46 14.7 45.7 0.271 77.5 23 3.47 30 46 15.0 46.0 0.278 79.4 • 24 3.50 30 47 15.4 46.0 0.286 81.6 25 3.55 20 47 15.6 45.5 0.294 84.0 • 26 3.60 20 47 15.5 46.0 0.284 81.1 27 3.65 20 48 16.1 45.9 0.287 81.9• 28 3.70 20 47 15.6 45.9 0.282 80.4 29 3.75 20 45 15.5 46.0 0.278 79.4• 30 3.80 20 47 16.2 45.5 0.275 78.6 31 3.85 20 48 16.0 45.3 0.276 79.0• 32 3.90 20 44 15.3 46.5 0.263 75.3 33 3.95 20 43 15.4 44.8 0.268 76.6• 34 4.00 20 43 14.8 46.0 0.263 75.2 35 5.06 16 50 19.6 1.9 0.267 76.3 • 36 5.13 16 48 19.0 46.9 0.262 74.9 37 5.19 16 47 17.3 45.6 0.264 75.3 • 38 5.25 16 46 16.6 45.6 0.264 75.5 39 5.31 16 48 17.5 45.5 0.281 80.2• 40 5.38 16 46 16.1 46.0 0.260 74.2 41 5.44 16 48 18.1 45.1 0.284 81.2• 42 5.50 16 47 16.8 45.8 0.267 76.2 43 5.54 24 47 16.9 45.8 0.279 79.6• 44 5.58 24 47 17.4 45.5 0.275 78.6 45 5.63 24 46 16.8 45.5 0.263 75.3 • 46 5.67 24 46 17.0 45.7 0.276 78.7 47 5.71 24 47 16.9 45.7 0.276 78.7• 48 5.75 24 49 18.2 45.4 0.281 80.4 49 5.79 24 49 19.7 45.7 0.298 85.2 • 50 5.83 24 49 19.2 45.5 0.291 83.2 51 5.88 24 48 19.2 45.5 0.291 83.2 ID 52 5.92 24 47 18.3 45.5 0.301 86.0 53 5.96 24 45 17.2 45.2 0.299 85.5 • 54 6.00 24 45 17.9 45.6 0.290 83.0 • 55 6.10 10 44 17.2 45.1 0.300 85.8 56 6.20 10 45 17.8 45.9 0.288 82.2 • 57 6.30 10 42 16.5 45.3 0.268 76.5 58 6.40 10 42 16.8 46.0 0.254 72.4 • 59 6.50 10 44 16.8 44.9 0.258 0.258 73.7 60 7.60 10 48 18.2 1.9 73.7 • 61 7.70 10 49 18.0 46.3 0.269 76.7 62 7.80 10 48 16.2 44.9 0.258 73.6 •