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� D�M�s & Mc�c�R�: <br /> SSOE, Inc. <br /> , � July27, 1992 <br /> Page 5 <br /> ' ' • Steel H•piles have been driven to adequate resistances into competent bearing soils in <br /> accordance with geotechnlcal recommendatlons and design specifications. <br /> , • Augercast concrete piles have been(ounded in competent solis and have been constructed <br /> in accordance wilh geotechnical recommendatlons and design specllfcatlons. <br /> • Footings for tunnels, perimeter walls, Inte�lor walls and wlnd-load columns have beon <br /> founded in competent natural and/or(ill soGs prepared in accordance wfth geotechnical <br /> recommendations and design specifications. <br /> I • FIII so(Is have been selected and compacted In a manner that meets or exceeds <br /> compactlon criteria,and eaAhwork operations have been conducted in general accordance <br />� with project spedficatlons. <br /> Accordingly we are of ihe opinlon that the drilled qlssons,driven steel piles,augercast concrete <br /> piles and footings are cepaWe of supporting the deslpn loads. We are turther of the opinion that <br /> Hoor slab subgrades have been prepared In a manner such that slabs are capable of supporting the <br /> f design loads. <br />� Si��cerely, <br /> I <br /> I ��N M�, � DAMES & MOORE, INC. <br />& pF wAtiHiN�� <br /> �.•r � � �t� <br /> � ` � ,_�_i,/ �l�.,C , , <br />' �"'' , �, ,�-. �.._ r-ce <br /> , kF z3aes�` �k� Harbans L Chabra, PE <br /> . ����ti� r;��T`µ,yi�' Principal <br /> � ��uVAI.�.. <br /> ' <br /> � EYNAES' �_1 � . �•�C�� <br /> i � <br /> ah'� <br /> r�r�' � ' t+� W. Martin McCabe, PE <br /> 'n��a� ��' � SenbrEngineer <br /> � �7 '; <br /> yh�t� I.r. <br /> 4� <br /> i <br /> ,�f�(f�� . � <br />