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Test#3— Left Wall (Near Mid-point) <br /> DCP Depth Per Blow Avg. / N-Value Estimated Load <br /> 1068 MM (42.0") 115.1 MM /N—2 895 PSF <br /> Tests#2 &#3 failed to meet the assumed minimum load bearing capacity of 2000 PSF. We <br /> recommend that the engineer of record be consulted for load bearing requirements, and possible soil <br /> corrections. <br /> Our observations and subsequent soil evaluation for this project is limited in scope to soil conditions <br /> observed within the completed backfill zones and to the depth of the dynamic cone penetrometer tests. <br /> Therefore, we are unable to assess sub-grade soils at depths, which may be encountered by borings <br /> conducted as part of a standard subsurface geotechnical investigation. <br /> Sincerely, <br /> Itco Allied Engineering Company Reviewed By: <br /> Gary Standish Robert P. Sullentrop, P.E. <br /> Senior Inspector Minnesota Reg. # 17823 <br /> Cc: <br /> #701 - 1 /#605— 1 /#614—%/#610—'/</#304 (3) DCP/#612—56 <br />