1001 N BROADWAY Geotech Report 2018-01-02 MF Import

pl � � �I I �I � L� � � � � � � L� � �_ �-:`�. �� > ;� :';; J-736 Page 2 and subsurface exploration, laboratory testing program, and geotechnical engineering studies, Field exp3orations consisted of a series of fourteen backhoe excavated test pits ranging in depth from 5,0 to 15.0 feet below the ground su7rface, The test pit explorations were complete on December Z, 1978 and are located as shown in Figure 1. Exploration procedures and results are presented in Appendix A with descriptive test pit logs as presented in Figures A-1 C',.rough� A-6. Laboratory testing included visual classification, moisture content d`etermination, grain size analyses, and Atterberg Limit determination. Laboratory procedures and test results are p•resented in Appendix B. - Subsurface conditions interpreted from test pit logs, and soil �� properties inferred from field and laboratory analyses formed the basis for the engineering studies, These studies were dir- ected toward formulating reco�endations concerning site pre- paration, structural fill, suitable foundation types and de- sign parameters,;estimated settlements, slabs on grade, parking and paved areas. The results of field explorations, laboratory testing, as well as the engineering recoa�endations presented in this repnrt have been prepared for the exclusive use of the Rainier Fvnd for specific application to the referenced project. This re- port has been prepared in accordance with generally accepted soil and foundation engineering practices and no other warranty expressed or implied, is made. �