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<br />f <br />~" <br />~~( <br />i' <br />'" <br /> <br />l <br /> <br />12-l4. Basis of design. The basis of design for the proposed system was <br />derived by analyzing vertical and horizontal load carrying characteristics <br />of the present system in both shear and moment. <br /> <br />12-15. Proposed method of performing bridge alteration. It is proposed <br />that the owner perform the design and construction of the bridge altera- <br />tion, including necessary foundation investigations. under a cost <br />reimbursable relocations contract. Tests results and design would be <br />submitted to the Corps of Engineers for approval. <br /> <br />12-16. Construction schedule. Schedules showing proposed dates for '..,..;:<.d;'.,,, <br />initiation of relocations agreements, plans and specifications, and Col,- <br />struction of the railroad bridge alterations are shown on plate ~~. <br /> <br />12-17. Estimated cost. A summary of the estimated cost of relocations to <br />be peformed at Federal expense is presented in table 8 and a detailed <br />estimate of cost is presented in table 2. appendix B. <br /> <br />40 <br /> <br />....1., <br />-~ ~;,. . :7: <br />.i;;::-,'.< <br />-._~ft.: <br />. " <br />~r.;~ <br />.t~f~ <br />.~~t~- <br />,I <br /> <br />i'" . ~. <br /> <br />I..'. <br />,_ "_v. <br />~,~ <br /> <br />"'1':;' <br />..,.....~.~...'il.....'. <br /> <br />-.,:,,' <br />-," }~',;? <br />~ .,,;"', <br /> <br /> <br />