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	style="text-align: right; font-size: 8pt;"
	align=right>&nbsp;Jan 
 &nbsp;2009</td></tr>
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	style="font-size: 8pt;">1 - General Requirements</td>
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<h2>1.7 Load Rating <span style="font-size: 10pt;"><font size=2 style="font-size:10pt;"><a class="expandspot" href="javascript:kadovTextPopup(this)" id="a1">(01/08)</a><span class=expandtext style="display: 'none';" id=POPUP174902672 >   &nbsp;<span style="font-weight: bold;"><B>2008 
 Jan:</B></span> Revised to require Load Rating Summary Detail Sheet and Summary 
 Form with the 90% submittal. <span style="font-weight: bold;"><B>2007 July: 
 </B></span>Per <a href="http://www.fdot.gov/structures/Memos/TemporaryDesignBulletinC07-01.pdf"
				target=_blank>TDB C07-01</a>. Made section applicable to 
 more than &quot;new&quot; structures. Added reference to SDG Figure 7-5. 
 Added paragraph B.</span></font></span></h2>

<p class=OutlineA>A. When load rating structures, perform a <span style="font-weight: bold; font-style: italic;"><I><B>LRFR</B></I></span> 
 load rating analysis as defined in the <span style="font-weight: bold; font-style: italic;"><I><B>AASHTO 
 Guide Manual for Condition Evaluation and Load Resistance Factor Rating 
 (LRFR) of Highway Bridges </B></I></span>and as modified by the Department in 
 <a href="../LRFR/LRFR1-Intro.htm">Volume 8</a> of the Structures Manual. 
 See <a href="../sdgfigure7-5.pdf">SDG Figure 7-5</a> for widenings and 
 rehabilitations.</p>

<p class=OutlineA>B. Include the load rating calculations with the 90% 
 submittals and attach the completed Bridge Load Rating Summary Detail 
 Sheet and the Load Rating Summary Form.</p>

&nbsp; 

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