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2222 LOWER NORTON AVE 2018-01-01 MF Import
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2222 LOWER NORTON AVE 2018-01-01 MF Import
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Last modified
11/8/2018 3:25:15 PM
Creation date
2/17/2017 9:17:29 PM
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Address Document
Street Name
LOWER NORTON AVE
Street Number
2222
Imported From Microfiche
Yes
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e <br />r.a <br />I <br />TABLE OF CONTENTS <br />. .. . <br />1.0 INTRODUCTION . . . . . . .. . . <br />.............................. 1 <br />2.0 PROJECT DESCRII'TION .................................. 1 <br />3,0 SCOPE OF SERVICES ..................................... 1 <br />, , 4.0 SITE CONDITIONS . . . . . . . . . . . . . . . . . . . . . . . . <br />4.1 SURFACE CONDITIONS . � � � � � � ' � ' ' ' ' ' ' ' 2 <br />; ...................... 2 <br />4.2 SUBSURFACE CONDITIONS . . . . . . . . . . . . . . � . 2 <br />4.3 GROUNDWATER CONDITIONS � � � � � � � � � � <br />" .................. 3 <br />4.4 LIQUEFACTION POTENTIAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 <br />, 5.0 CONCLliSIONS ......................................... <br />3 <br />6.0 DISCUSSION AND RECOMII�NDATIONS . <br />' ° 6.1 PILE FOUNDATION SUPPORT . � � � � � � ' ' � ' 4 <br />.......................... 4 <br />I 6.1.1 Allowable Axial Pile Capacities . . . . . . . . . . . . . . <br />6.1.2 Pile Settlements ' ' ' ' ' ' ' ' 4 <br />............................: 4 <br />! ' 6.1.3 Iateral Pi[e Capacities . . . . . . . . . . . . . . . . . <br />�. ........... 4 <br />6.1.4 Pile Installation Capacities , , , , , , , , , , , , , , , 4 <br />� ' 7.0 CONSTRUCTION MOIVITORING AND TESTING . . . . . . . . . . . . . . . . . . <br />! 5 <br />8.0 CLOSURE ............................................. 5 <br />I <br />1' <br />FIGURES <br />` Figure 1 Viciniry Map <br />Figure 2 Site Plan <br />� Figure 3 AllowaUle Axial Compressive Pile Capacities <br />Figure 4 Allowable Axial Tension Pile Capacities <br />Figure 5 Lateral Pile Response Parameters <br />i. <br />APPENDICES <br />Appendix A- Field Exploration Data <br />Appendix B- Lai�oratory Test Results <br />503289-01 A l <br />f <br />January 19, 1995 <br />D,��tes 6 n1oiiar <br />
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