3400 RIVERFRONT BLVD Geotech Report 2022-10-25

• • • • GeoDesign, Inc. Page 3 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 • BL# depth BLC FMX VMX BPM EMX ETR • ft bl/ft kips f/s ** k-ft (%) 131 18.72 74 41 15.5 47.5 0.261 74.7 132 18.73 74 44 16.3 48.1 0.266 76.0• 133 18.74 74 43 15.4 46.6 0.263 75.2 134 18.76 74 44 16.4 47.3 0.274 78.2• 135 18.77 74 42 16.5 46.9 0.273 78.0 136 18.78 74 43 16.2 47.3 0.273 78.1• 137 18.80 74 41 15.7 47.7 0.252 72.1 138 18.81 74 42 16.1 47.5 0.269 76.8 • 139 18.82 74 44 16.1 47.7 0.269 77.0 140 18.84 74 44 16.6 47.4 0.271 77.3 41111 141 18.85 74 42 15.2 47.4 0.249 71.2 142 18.86 74 42 15.8 47.2 0.261 74.6• 143 18.88 74 43 15.5 47.4 0.260 74.2 144 18.89 74 43 15.8 47.2 0.263 75.2• 145 18.91 74 43 16.0 47.8 0.272 77.8 • 146 18.92 74 44 16.1 47.8 0.271 77.5 147 18.93 74 40 15.2 47.7 0.260 74.3 III 148 18.95 74 44 16.6 47.7 0.275 78.7 149 18.96 74 43 16.0 47.3 0.260 74.4 • 150 18.97 74 44 16.3 47.2 0.276 78.9 151 18.99 74 41 15.2 47.3 0.261 74.7 • 152 19.00 74 42 15.3 48.0 0.259 74.1 Average 45 16.5 44.4 0.271 77.3 • Std. Dev. 3 1.3 9.1 0.012 3.5 Maximum 50 19.7 48.3 0.309 88.3 • @ Blow# 64 49 127 98 98 Minimum 35 14.0 1.9 0.220 63.0 • @ Blow# 87 1 1 1 1 Total number of blows analyzed: 152 • • • • • • • • • • • • • • • • • • • • • • •