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<div placeholder id="header" class="whs1"><table x-use-null-cells cellspacing="0" width="100%" class="whs2">
  <col class="whs3">
  <col class="whs3">
  <tr valign="top" class="whs4">
  <td width="50%" class="whs5">
  <p class=HeaderFooterText>Structures Design Guidelines</td>
  <td width="50%" class="whs6">
  <p class=HeaderFooterText
	style="text-align: right; font-size: 8pt;"
	align=right>&nbsp;July 
 2008</td></tr>
  <tr valign="top" class="whs4">
  <td colspan="1" rowspan="1" width="50%" class="whs7">
  <p class=HeaderFooterText
	style="font-size: 8pt;">9 - BDR Cost Estimating</td>
  <td colspan="1" rowspan="1" width="50%" class="whs8">
  <p class=HeaderFooterText
	style="text-align: right;"
	align=right>&nbsp;</td></tr>
 </table>
</div>
<h1>9 - BDR Cost Estimating</h1>

<h2><a name=9_1></a>9.1 General</h2>

<p class=OutlineA>A. The purpose of the Bridge Development Report is to 
 select the most cost efficient and appropriate structure type for the 
 site under consideration. This chapter describes a three-step process 
 to estimate bridge costs based on FDOT historical bid data. The first 
 step is to utilize the average unit material costs to develop an estimate 
 based on the completed preliminary design. The second step is to adjust 
 the total bridge cost for the unique site conditions by use of the site 
 adjustment factors. &nbsp;The 
 third and final step is to review the computed total bridge cost on a 
 cost per square foot basis and compare this cost against the historical 
 cost range for similar structure types. &nbsp;This 
 process should produce a reasonably accurate cost estimate. However, if 
 a site has a set of odd circumstances, which will affect the bridge cost, 
 account for these unique site conditions in the estimate. &nbsp;If 
 the estimated cost is outside the cost range in step three, provide documentation 
 supporting the variance in cost. </p>

<p class=OutlineA>B. The three-step process described in this chapter is 
 not suitable for cost estimating structure types without repeatable bid 
 history. Estimates for unique structures such as movable, cable stayed, 
 cast-in-place on form travelers, arches and tunnels should based on construction 
 time, labor, materials, and equipment.</p>

<p class=OutlineA>C. See <a href="../TOC/TOC_Vol-7_DesignAids.htm">Volume 
 7 - Design Aids</a> to view or download a BDR bridge cost estimate spreadsheet.</p>

<h2><a name=9_2></a>9.2 BDR Bridge Cost Estimating<span class=expandtext> 
 </span><a class="expandspot" href="javascript:kadovTextPopup(this)" id="a14"><span class=expandtext
						style="color: #008000;"><font color=green >(01/08)</font></span></a><span class=expandtext style="display: 'none';" id=POPUP302391364 >   Jan 2008 - Updated component costs and New Construction costs to 2006 
 based on information from FDOT Estimates Office. July 2006 - Updated component 
 costs and New Construction costs to 2005 based on information from FDOT 
 Estimates Office. July 2005 - Updated component costs and New Construction 
 costs to 2004.</span></h2>

<p class="whs9">The applicability of this three-step process 
 is explained in the general section. &nbsp;The 
 process stated below is developed for estimating the bridge cost after 
 the completion of the preliminary design, which includes member selection, 
 member size and member reinforcing. &nbsp;This 
 process will develop costs for the bridge superstructure and substructure 
 from beginning to end bridge. Costs for all other items including but 
 not limited to the following are excluded from the costs provided in this 
 chapter: mobilization, operation costs for existing bridge(s), 
 removal of existing bridge or bridge fenders, lighting, walls, deck drainage 
 systems, embankment; fenders, approach slabs, maintenance of traffic, 
 load tests, and bank stabilization.</p>

<p class="whs10">&nbsp;</p>

<p class="whs11">Step One:</p>

<p class="whs9">Utilizing the costs provided herein, develop 
 the cost estimate for each bridge type under consideration.</p>

<h3>9.2.1 Substructure <a class="expandspot" href="javascript:kadovTextPopup(this)" id="a1">(01/08)</a><span class=expandtext style="display: 'none';" id=POPUP200959178 >   Jan 2008- Updated costs. July 2007 - Added Embedded Data Collector costs.</span></h3>

<table x-use-null-cells cellspacing="0" width="100%" class="whs12">
<col class="whs13">
<col class="whs13">
<col class="whs13">

<tr valign="top" class="whs4">
<td rowspan="1" colspan="3" valign="middle" width="99.999%" class="whs14">
<p class=OutlineA>A. Prestressed Concrete Piling; cost per linear foot 
 (furnished and installed)</td>
</tr>

<tr valign="top" class="whs4">
<td valign="middle" width="33.333%" class="whs15">
<p class=OutlineA1
	style="text-align: center;"
	align=center>Size of Piling</td>
<td valign="middle" width="33.333%" class="whs16">
<p align="center" class="whs17">Driven Plumb or 1&quot; Batter</td>
<td valign="middle" width="33.333%" class="whs16">
<p align="center" class="whs17">Driven Battered</td></tr>

<tr valign="top" class="whs4">
<td valign="middle" width="33.333%" class="whs18">
<p class=OutlineA1
	style="text-align: center;"
	align=center>18-inch</td>
<td valign="middle" width="33.333%" class="whs18">
<p align="center" class="whs17">$80</td>
<td valign="middle" width="33.333%" class="whs18">
<p align="center" class="whs17">$90</td></tr>

<tr valign="top" class="whs4">
<td valign="middle" width="33.333%" class="whs18">
<p class=OutlineA1
	style="text-align: center;"
	align=center>24-inch</td>
<td valign="middle" width="33.333%" class="whs18">
<p align="center" class="whs17">$105</td>
<td valign="middle" width="33.333%" class="whs18">
<p align="center" class="whs17">$120</td></tr>

<tr valign="top" class="whs4">
<td valign="middle" width="33.333%" class="whs18">
<p class=OutlineA1
	style="text-align: center;"
	align=center>30-inch</td>
<td valign="middle" width="33.333%" class="whs18">
<p align="center" class="whs17">$150</td>
<td valign="middle" width="33.333%" class="whs18">
<p align="center" class="whs17">$160</td></tr>

<tr valign="top" class="whs4">
<td rowspan="1" colspan="3" valign="middle" width="99.999%" class="whs19">
<p class=OutlineA>When heavy mild steel reinforcing is used in the pile 
 head, add $250.</p>
<p class=OutlineA>When silica fume is used, add $6 per LF to the piling 
 cost.</p>
<p class=OutlineA>For piles using Embedded Data Collectors, add $2000 per 
 pile.</td>
</tr>
</table>

<p><a class="dropspot" href="javascript:kadovTextPopup(this)" id="a4">&nbsp;</a></p>

<div class="droptext" id="POPUP190287251" style="display: 'none'; " x-ss-type="dropdown">
 <p>&nbsp;</p>
 <table x-use-null-cells cellspacing="0" width="100%" class="whs12">
  <col class="whs13">
  <col class="whs13">
  <col class="whs13">
  <tr valign="top" class="whs4">
  <td rowspan="1" colspan="3" valign="middle" width="99.999%" class="whs14">
  <p class=OutlineA>Prestressed Concrete Piling; cost per linear foot (furnished 
 and installed) 2005.</td></tr>
  <tr valign="top" class="whs4">
  <td valign="middle" width="33.333%" class="whs15">
  <p class=OutlineA1
	style="text-align: center;"
	align=center>Size of Piling</td>
  <td valign="middle" width="33.333%" class="whs16">
  <p align="center" class="whs17">Driven Plumb or 1&quot; Batter</td>
  <td valign="middle" width="33.333%" class="whs16">
  <p align="center" class="whs17">Driven Battered</td></tr>
  <tr valign="top" class="whs4">
  <td valign="middle" width="33.333%" class="whs18">
  <p class=OutlineA1
	style="text-align: center;"
	align=center>18-inch</td>
  <td valign="middle" width="33.333%" class="whs18">
  <p align="center" class="whs17">($55)</td>
  <td valign="middle" width="33.333%" class="whs18">
  <p align="center" class="whs17">$60</td></tr>
  <tr valign="top" class="whs4">
  <td valign="middle" width="33.333%" class="whs18">
  <p class=OutlineA1
	style="text-align: center;"
	align=center>24-inch</td>
  <td valign="middle" width="33.333%" class="whs18">
  <p align="center" class="whs17">$75</td>
  <td valign="middle" width="33.333%" class="whs18">
  <p align="center" class="whs17">$85</td></tr>
  <tr valign="top" class="whs4">
  <td valign="middle" width="33.333%" class="whs18">
  <p class=OutlineA1
	style="text-align: center;"
	align=center>30-inch</td>
  <td valign="middle" width="33.333%" class="whs18">
  <p align="center" class="whs17">$100</td>
  <td valign="middle" width="33.333%" class="whs18">
  <p align="center" class="whs17">$110</td></tr>
  <tr valign="top" class="whs4">
  <td rowspan="1" colspan="3" valign="middle" width="99.999%" class="whs19">
  <p class=OutlineA>When heavy mild steel reinforcing is used in the pile 
 head, add $250.</p>
  <p class=OutlineA>When silica fume is used, add $6 per LF to the piling 
 cost.</td></tr>
 </table>
</div><table x-use-null-cells cellspacing="0" width="100%" class="whs12">
<col class="whs20">
<col class="whs21">

<tr valign="top" class="whs4">
<td rowspan="1" colspan="2" width="100%" class="whs22">
<p class=OutlineA>B. Steel Piling: cost per linear foot (furnished and 
 installed)</td>
</tr>

<tr valign="top" class="whs4">
<td width="26.646%" class="whs23">
<p class=OutlineA1
	style="text-align: right;"
	align=right>14” x 73 H Section</td>
<td valign="middle" width="73.354%" class="whs24">
<p>$65</td></tr>

<tr valign="top" class="whs4">
<td width="26.646%" class="whs23">
<p class=OutlineA1
	style="text-align: right;"
	align=right>14” x 89 H Section</td>
<td valign="middle" width="73.354%" class="whs24">
<p>$75</td></tr>

<tr valign="top" class="whs4">
<td width="26.646%" class="whs23">
<p class=OutlineA1
	style="text-align: right;"
	align=right>20” Pipe Pile</td>
<td valign="middle" width="73.354%" class="whs24">
<p>$90</td></tr>

<tr valign="top" class="whs4">
<td width="26.646%" class="whs23">
<p class=OutlineA1
	style="text-align: right;"
	align=right>24&quot; Pipe Pile</td>
<td valign="middle" width="73.354%" class="whs24">
<p>$96</td></tr>

<tr valign="top" class="whs4">
<td width="26.646%" class="whs25">
<p class=OutlineA1
	style="text-align: right;"
	align=right>30&quot; Pipe Pile</td>
<td valign="middle" width="73.354%" class="whs24">
<p>$160</td></tr>

<tr valign="top" class="whs4">
<td colspan="2" rowspan="1" width="100%" class="whs26">
<p>&nbsp;</td>
</tr>
</table>

<p class="whs27">&nbsp;</p>

<table x-use-null-cells cellspacing="0" class="whs28">
<col>
<col>
<col>
<col>
<col>
<col>
<col>
<col>

<tr valign="top" class="whs4">
<td colspan="8" rowspan="1" valign="middle" class="whs29">
<p class=OutlineA>C. Drilled Shaft: total in-place cost per LF</td>
</tr>

<tr valign="top" class="whs4">
<td valign="middle" class="whs30">
<p class=OutlineA1
	style="text-align: center; font-weight: normal;"
	align=center>Diameter</td>
<td valign="middle" class="whs31">
<p align="center" class="whs17">3 ft</td>
<td valign="middle" class="whs31">
<p align="center" class="whs17">4 ft</td>
<td valign="middle" class="whs31">
<p align="center" class="whs17">5 ft</td>
<td valign="middle" class="whs31">
<p align="center" class="whs17">6 ft</td>
<td valign="middle" class="whs31">
<p align="center" class="whs17">7 ft</td>
<td valign="middle" class="whs31">
<p align="center" class="whs17">8 ft</td>
<td valign="middle" class="whs32">
<p align="center" class="whs17">9 ft</td></tr>

<tr valign="top" class="whs4">
<td valign="middle" class="whs30">
<p class=OutlineA1
	style="text-align: center;"
	align=center>On land </p>
<p class=OutlineA1
	style="text-align: center;"
	align=center>with casing salvaged.</td>
<td valign="middle" class="whs31">
<p align="center" class="whs17">$290</td>
<td valign="middle" class="whs31">
<p align="center" class="whs17">$430</td>
<td valign="middle" class="whs31">
<p align="center" class="whs17">$510</td>
<td valign="middle" class="whs31">
<p align="center" class="whs17">$630</td>
<td valign="middle" class="whs31">
<p align="center" class="whs17">$750</td>
<td valign="middle" class="whs31">
<p align="center" class="whs17">&nbsp;</td>
<td valign="middle" class="whs32">
<p align="center" class="whs17">&nbsp;</td></tr>

<tr valign="top" class="whs4">
<td valign="middle" class="whs30">
<p class=OutlineA1
	style="text-align: center;"
	align=center>In water </p>
<p class=OutlineA1
	style="text-align: center;"
	align=center>with casing salvaged.</td>
<td valign="middle" class="whs31">
<p align="center" class="whs17">$320</td>
<td valign="middle" class="whs31">
<p align="center" class="whs17">$500</td>
<td valign="middle" class="whs31">
<p align="center" class="whs17">$600</td>
<td valign="middle" class="whs31">
<p align="center" class="whs17">$690</td>
<td valign="middle" class="whs31">
<p align="center" class="whs17">$800</td>
<td valign="middle" class="whs31">
<p align="center" class="whs17">$1100</td>
<td valign="middle" class="whs32">
<p align="center" class="whs17">&nbsp;</td></tr>

<tr valign="top" class="whs4">
<td valign="middle" class="whs30">
<p class=OutlineA1
	style="text-align: center;"
	align=center>In water </p>
<p class=OutlineA1
	style="text-align: center;"
	align=center>with permanent casing.</td>
<td valign="middle" class="whs31">
<p align="center" class="whs17">$460</td>
<td valign="middle" class="whs31">
<p align="center" class="whs17">$625</td>
<td valign="middle" class="whs31">
<p align="center" class="whs17">$750</td>
<td valign="middle" class="whs31">
<p align="center" class="whs17">$950</td>
<td valign="middle" class="whs31">
<p align="center" class="whs17">$1100</td>
<td valign="middle" class="whs31">
<p align="center" class="whs17">$1500</td>
<td valign="middle" class="whs32">
<p align="center" class="whs17">$1800</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" valign="middle" class="whs33">
<p>&nbsp;</td>
<td colspan="1" rowspan="1" valign="middle" class="whs32">
<p align="center" class="whs17">&nbsp;</td>
<td colspan="1" rowspan="1" valign="middle" class="whs32">
<p align="center" class="whs17">&nbsp;</td>
<td colspan="1" rowspan="1" valign="middle" class="whs32">
<p align="center" class="whs17">&nbsp;</td>
<td colspan="1" rowspan="1" valign="middle" class="whs32">
<p align="center" class="whs17">&nbsp;</td>
<td colspan="1" rowspan="1" valign="middle" class="whs32">
<p align="center" class="whs17">&nbsp;</td>
<td colspan="1" rowspan="1" valign="middle" class="whs32">
<p align="center" class="whs17">&nbsp;</td>
<td colspan="1" rowspan="1" valign="middle" class="whs32">
<p align="center" class="whs17">&nbsp;</td></tr>
</table>

<p>&nbsp;</p>

<table x-use-null-cells cellspacing="0" width="100%" class="whs12">
<col class="whs34">
<col class="whs35">
<col class="whs36">
<col class="whs37">

<tr valign="top" class="whs4">
<td rowspan="1" colspan="4" width="100%" class="whs22">
<p class=OutlineA>D. &nbsp;Sheet 
 Piling Walls</td>
</tr>

<tr valign="top" class="whs4">
<td rowspan="2" colspan="1" valign="middle" width="34.825%" class="whs38">
<p class=OutlineA1
	style="text-align: center;"
	align=center>Prestressed concrete </p>
<p class=OutlineA1
	style="text-align: center;"
	align=center>cost per linear foot:</td>
<td valign="middle" width="31.004%" class="whs39">
<p align="right" class="whs40">10” x 30”</td>
<td colspan="1" rowspan="1" valign="middle" width="9.752%" class="whs41">
<p>$100</td>
<td valign="middle" width="24.419%" class="whs42">
<p>&nbsp;</td></tr>

<tr valign="top" class="whs4">
<td valign="middle" width="31.004%" class="whs39">
<p align="right" class="whs40">12” x 30”</td>
<td colspan="1" rowspan="1" valign="middle" width="9.752%" class="whs41">
<p>$125</td>
<td valign="middle" width="24.419%" class="whs42">
<p>&nbsp;</td></tr>

<tr valign="top" class="whs4">
<td rowspan="2" colspan="1" valign="middle" width="34.825%" class="whs43">
<p class=OutlineA1
	style="text-align: center;"
	align=center>Steel:</p>
<p class=OutlineA1>cost per square foot</td>
<td valign="middle" width="31.004%" class="whs39">
<p align="right" class="whs40">Permanent Cantilever Wall</td>
<td colspan="1" rowspan="1" valign="middle" width="9.752%" class="whs41">
<p>$27</td>
<td valign="middle" width="24.419%" class="whs42">
<p>Anchored, $36</td></tr>

<tr valign="top" class="whs4">
<td valign="middle" width="31.004%" class="whs44">
<p align="right" class="whs40">Temporary Cantilever Wall</td>
<td colspan="1" rowspan="1" valign="middle" width="9.752%" class="whs41">
<p>$16</td>
<td valign="middle" width="24.419%" class="whs42">
<p>Anchored, $22</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="2" valign="middle" width="34.825%" class="whs45">
<p align="center" class="whs17">Soil Anchors: </p>
<p align="right" class="whs40">cost per anchor<a class="expandspot" href="javascript:kadovTextPopup(this)" id="a3">(01/08)</a><span class=expandtext style="display: 'none';" id=POPUP303785273 >   Jan 2008 - Added Soil Anchors.</span>:</td>
<td colspan="1" rowspan="1" valign="middle" width="31.004%" class="whs44">
<p>Permanent</td>
<td colspan="1" rowspan="1" valign="middle" width="9.752%" class="whs46">
<p>$3200</td>
<td colspan="1" rowspan="1" valign="middle" width="24.419%" class="whs47">
<p>&nbsp;</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" valign="middle" width="31.004%" class="whs44">
<p>Temporary</td>
<td colspan="1" rowspan="1" valign="middle" width="9.752%" class="whs46">
<p>$2800</td>
<td colspan="1" rowspan="1" valign="middle" width="24.419%" class="whs47">
<p>&nbsp;</td></tr>
</table>

<p class=OutlineA>E. Cofferdam Footing (cofferdam and seal concrete)</p>

<p class="whs27">Prorate the cost provided herein based on 
 area and depth of water. A cofferdam footing having the following attributes 
 will cost $600,000.</p>

<p class="whs27">Area: 63 ft x 37.25 ft. Depth of seal; 5 
 ft. Depth of water over the footing; 16 ft.</p>

<table x-use-null-cells cellspacing="0" width="100%" class="whs12">
<col class="whs48">
<col class="whs49">

<tr valign="top" class="whs4">
<td rowspan="1" colspan="2" width="100%" class="whs22">
<p class=OutlineA
	style="text-indent: 2px; margin-left: 0px;">F. Substructure Concrete: 
 cost per cubic yard.</td>
</tr>

<tr valign="top" class="whs4">
<td width="28.844%" class="whs50">
<p class=OutlineA1
	style="text-align: right; text-indent: 2px;"
	align=right>Concrete:</td>
<td width="71.156%" class="whs51">
<p class="whs52">$900-$1100</td></tr>

<tr valign="top" class="whs4">
<td width="28.844%" class="whs50">
<p class=OutlineA1
	style="text-align: right; text-indent: 2px;"
	align=right>Mass concrete:</td>
<td width="71.156%" class="whs51">
<p class="whs52">$900-$1050</td></tr>

<tr valign="top" class="whs4">
<td width="28.844%" class="whs50">
<p class=OutlineA1
	style="text-align: right; text-indent: 2px;"
	align=right>Seal concrete:</td>
<td width="71.156%" class="whs51">
<p class="whs52">$650</td></tr>

<tr valign="top" class="whs4">
<td width="28.844%" class="whs50">
<p class=OutlineA1
	style="text-align: right; text-indent: 2px;"
	align=right>Shell fill:</td>
<td width="71.156%" class="whs51">
<p class="whs52">$30</td></tr>

<tr valign="top" class="whs4">
<td rowspan="1" colspan="2" width="100%" class="whs53">
<p class=OutlineA1
	style="text-indent: 2px;">For calcium nitrite, add $40 per cubic yard. 
 (@4.5 gal per cubic yard).</p>
<p class=OutlineA1
	style="text-indent: 2px;">For silica fume, add $40 per cubic yard. 
 (@60 lbs. per cubic yard.)</td>
</tr>
</table>

<p class=OutlineA
	style="text-indent: 2px; margin-left: 12px;">G. Reinforcing Steel; 
 cost per pound.......$1.12</p>

<h3>9.2.2 Superstructure <a class="expandspot" href="javascript:kadovTextPopup(this)" id="a6">(01/08)</a><span class=expandtext style="display: 'none';" id=POPUP308818053 >   2008 Jan - Updated B. Steel Bridge Girders 2.) Box girders; straight 
 $2.15 and Box girders; curved $2.15</span></h3>

<table x-use-null-cells cellspacing="0" class="whs54">
<col>
<col>

<tr valign="top" class="whs4">
<td class="whs55">
<p class=OutlineA>A. Bearing Material</td>
<td class="whs56">
<p>&nbsp;</td></tr>

<tr valign="top" class="whs4">
<td class="whs57">
<p class=OutlineA1>1.) &nbsp;Neoprene 
 Bearing Pads:</td>
<td class="whs58">
<p>$650 per Cubic Foot</td></tr>

<tr valign="top" class="whs4">
<td class="whs57">
<p class=OutlineA1>2.) Multirotational Bearings, (Capacity in Kips)</td>
<td class="whs58">
<p>Cost per Each</td></tr>

<tr valign="top" class="whs4">
<td class="whs57">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>1-251</td>
<td class="whs58">
<p>$3,000</td></tr>

<tr valign="top" class="whs4">
<td class="whs57">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>251-500</td>
<td class="whs58">
<p>$3,900</td></tr>

<tr valign="top" class="whs4">
<td class="whs57">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>501-750</td>
<td class="whs58">
<p>$4,600</td></tr>

<tr valign="top" class="whs4">
<td class="whs57">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>751-1000</td>
<td class="whs58">
<p>$5,200</td></tr>

<tr valign="top" class="whs4">
<td class="whs57">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>1001-1250</td>
<td class="whs58">
<p>$6,800</td></tr>

<tr valign="top" class="whs4">
<td class="whs57">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>1251-1500</td>
<td class="whs58">
<p>$8,000</td></tr>

<tr valign="top" class="whs4">
<td class="whs57">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>1501-1750</td>
<td class="whs58">
<p>$9,000</td></tr>

<tr valign="top" class="whs4">
<td class="whs57">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>1751-2000</td>
<td class="whs58">
<p>$11,000</td></tr>

<tr valign="top" class="whs4">
<td class="whs59">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>&gt;2000</td>
<td class="whs58">
<p>$14,000</td></tr>
</table>

<table x-use-null-cells cellspacing="0" width="100%" class="whs12">
<col class="whs60">
<col class="whs61">

<tr valign="top" class="whs4">
<td rowspan="1" colspan="2" width="100%" class="whs62">
<p class=OutlineA>B. Steel Bridge Girders</td>
</tr>

<tr valign="top" class="whs4">
<td rowspan="1" colspan="2" width="100%" class="whs63">
<p class=OutlineA1>1.) Structural Steel; Cost per pound (includes coating 
 costs.) </td>
</tr>

<tr valign="top" class="whs4">
<td width="40.695%" class="whs64">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>Rolled wide flange sections</td>
<td width="59.305%" class="whs65">
<p class="whs9">$1.45</td></tr>

<tr valign="top" class="whs4">
<td width="40.695%" class="whs64">
<p class=OutlineA1a
	style="text-indent: 0px;
			margin-left: 36px;
			text-align: right;"
	align=right>Plate girders; straight</td>
<td width="59.305%" class="whs65">
<p class="whs9">$1.50</td></tr>

<tr valign="top" class="whs4">
<td width="40.695%" class="whs64">
<p class=OutlineA1a
	style="margin-left: 24px;
			text-indent: 12px;
			text-align: right;"
	align=right>Plate girders; curved</td>
<td width="59.305%" class="whs65">
<p class="whs9">$1.70</td></tr>

<tr valign="top" class="whs4">
<td width="40.695%" class="whs64">
<p class=OutlineA1a
	style="margin-left: 0px;
			text-indent: 36px;
			text-align: right;"
	align=right>Box girders; straight</td>
<td width="59.305%" class="whs65">
<p class="whs9">$2.00 <a class="expandspot" href="javascript:kadovTextPopup(this)" id="a7">(01/08)</a><span class=expandtext style="display: 'none';" id=POPUP196897627 >   Was previously $1.70.</span></td></tr>

<tr valign="top" class="whs4">
<td width="40.695%" class="whs64">
<p class=OutlineA1a
	style="margin-left: 0px;
			text-indent: 36px;
			text-align: right;"
	align=right>Box girders; curved</td>
<td width="59.305%" class="whs65">
<p class="whs9">$2.15 <a class="expandspot" href="javascript:kadovTextPopup(this)" id="a8">(01/08)</a><span class=expandtext style="display: 'none';" id=POPUP308787013 >   Was previously $1.80.</span></td></tr>

<tr valign="top" class="whs4">
<td rowspan="1" colspan="2" width="100%" class="whs26">
<p class=OutlineA1a
	style="margin-left: 36px; text-indent: 0px;">When uncoated weathering 
 steel is used, reduce the price by $0.04 per pound. Inorganic zinc coating 
 systems have an expected life cycle of 20 years.</td>
</tr>
</table>

<table x-use-null-cells cellspacing="0" width="100%" class="whs12">
<col class="whs66">
<col class="whs67">

<tr valign="top" class="whs4">
<td rowspan="1" colspan="2" width="100%" class="whs68">
<p class=OutlineA1>2.) Prestressed Concrete Girders; cost per linear foot.</td>
</tr>

<tr valign="top" class="whs4">
<td width="41.133%" class="whs69">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>AASHTO Type II</td>
<td rowspan="1" colspan="1" valign="middle" width="58.867%" class="whs70">
<p class="whs9">$165 </td></tr>

<tr valign="top" class="whs4">
<td width="41.133%" class="whs69">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>AASHTO Type III</td>
<td valign="middle" width="58.867%" class="whs70">
<p class="whs9">$175</td></tr>

<tr valign="top" class="whs4">
<td width="41.133%" class="whs69">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>AASHTO Type IV</td>
<td valign="middle" width="58.867%" class="whs70">
<p class="whs9">$190</td></tr>

<tr valign="top" class="whs4">
<td width="41.133%" class="whs69">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>AASHTO Type V</td>
<td valign="middle" width="58.867%" class="whs70">
<p class="whs9">$210</td></tr>

<tr valign="top" class="whs4">
<td width="41.133%" class="whs69">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>AASHTO Type VI</td>
<td valign="middle" width="58.867%" class="whs70">
<p class="whs9">$225</td></tr>

<tr valign="top" class="whs4">
<td width="41.133%" class="whs69">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>Fl Bulb Tee; 54”</td>
<td valign="middle" width="58.867%" class="whs70">
<p class="whs9">$160</td></tr>

<tr valign="top" class="whs4">
<td width="41.133%" class="whs69">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>Fl Bulb Tee; 63”</td>
<td valign="middle" width="58.867%" class="whs70">
<p class="whs9">$170</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" width="41.133%" class="whs69">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>Fl Bulb Tee; 72”</td>
<td colspan="1" rowspan="1" valign="middle" width="58.867%" class="whs70">
<p class="whs9">$190</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" width="41.133%" class="whs69">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>Fl Bulb Tee; 78”</td>
<td colspan="1" rowspan="1" valign="middle" width="58.867%" class="whs70">
<p class="whs9">$220</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" width="41.133%" class="whs69">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>78” Haunched units (CJ to CJ)</td>
<td colspan="1" rowspan="1" valign="middle" width="58.867%" class="whs70">
<p class="whs9">$580</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" width="41.133%" class="whs69">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>Fl Double Tee; 18”</td>
<td colspan="1" rowspan="1" valign="middle" width="58.867%" class="whs70">
<p class="whs9">$205</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" width="41.133%" class="whs69">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>Fl Double Tee; 24”</td>
<td colspan="1" rowspan="1" valign="middle" width="58.867%" class="whs70">
<p class="whs9">$220</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" width="41.133%" class="whs69">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>Fl Double Tee; 30”</td>
<td colspan="1" rowspan="1" valign="middle" width="58.867%" class="whs70">
<p class="whs9">$270</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" width="41.133%" class="whs69">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>Fl Inverted Tee; 16”</td>
<td colspan="1" rowspan="1" valign="middle" width="58.867%" class="whs70">
<p class="whs9">$80*</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" width="41.133%" class="whs69">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>Fl Inverted Tee; 20”</td>
<td colspan="1" rowspan="1" valign="middle" width="58.867%" class="whs70">
<p class="whs9">$90*</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" width="41.133%" class="whs69">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>Fl Inverted Tee; 24”</td>
<td colspan="1" rowspan="1" valign="middle" width="58.867%" class="whs70">
<p class="whs9">$105*</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" width="41.133%" class="whs69">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>Fl Tub (U-Beam); 48”</td>
<td colspan="1" rowspan="1" valign="middle" width="58.867%" class="whs70">
<p class="whs9">$700*</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" width="41.133%" class="whs69">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>Fl Tub (U-Beam); 54”</td>
<td colspan="1" rowspan="1" valign="middle" width="58.867%" class="whs70">
<p class="whs9">$750*</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" width="41.133%" class="whs69">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>Fl Tub (U-Beam); 63”</td>
<td colspan="1" rowspan="1" valign="middle" width="58.867%" class="whs70">
<p class="whs9">$800*</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" width="41.133%" class="whs69">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>Fl Tub (U-Beam); 72”</td>
<td colspan="1" rowspan="1" valign="middle" width="58.867%" class="whs70">
<p class="whs9">$900*</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" width="41.133%" class="whs69">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>Solid Flat Slab (36&quot;x15”)</td>
<td colspan="1" rowspan="1" valign="middle" width="58.867%" class="whs70">
<p class="whs9">$220</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" width="41.133%" class="whs69">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>Solid Flat Slab (36&quot;x18”)</td>
<td colspan="1" rowspan="1" valign="middle" width="58.867%" class="whs70">
<p class="whs9">$230</td></tr>

<tr valign="top" class="whs4">
<td colspan="2" rowspan="1" width="100%" class="whs63">
<p class=OutlineA1a>* Price is based on ability to furnish products without 
 any conversions of casting beds and without purchasing of forms. If these 
 conditions do not exist, add the following costs:</td>
</tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" width="41.133%" class="whs69">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>Inverted Tee</td>
<td colspan="1" rowspan="1" width="58.867%" class="whs71">
<p class="whs9">$202,000</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" width="41.133%" class="whs69">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>Fl Tub</td>
<td colspan="1" rowspan="1" width="58.867%" class="whs71">
<p class="whs9">$403,000</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" width="41.133%" class="whs72">
<p>&nbsp;</td>
<td colspan="1" rowspan="1" width="58.867%" class="whs73">
<p class="whs9">&nbsp;</td></tr>
</table>

<table x-use-null-cells cellspacing="0" width="75.646%" class="whs74">
<col class="whs75">
<col class="whs76">

<tr valign="top" class="whs4">
<td rowspan="1" colspan="2" width="100%" class="whs22">
<p class=OutlineA1>3.) Cast-in-Place Superstructure Concrete; cost per 
 cubic yard.</td>
</tr>

<tr valign="top" class="whs4">
<td width="54.376%" class="whs77">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>Box Girder Concrete; straight</td>
<td width="45.624%" class="whs78">
<p class=OutlineA1a
	style="text-indent: 0px; margin-left: 0px;">$1250</td></tr>

<tr valign="top" class="whs4">
<td width="54.376%" class="whs77">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>Box Girder Concrete; curved</td>
<td width="45.624%" class="whs78">
<p class="whs9">$1400</td></tr>

<tr valign="top" class="whs4">
<td width="54.376%" class="whs79">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>Deck Concrete</td>
<td width="45.624%" class="whs78">
<p class="whs9">$850</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" width="54.376%" class="whs80">
<p>&nbsp;</td>
<td colspan="1" rowspan="1" width="45.624%" class="whs81">
<p class="whs9">&nbsp;</td></tr>
</table>

<p class=OutlineA1a>&nbsp;</p>

<table x-use-null-cells cellspacing="0" width="100%" class="whs12">
<col class="whs82">
<col class="whs83">

<tr valign="top" class="whs4">
<td rowspan="1" colspan="2" width="100%" class="whs84">
<p class=OutlineA1>4.) Concrete for Pre-cast Segmental Box Girders; cantilever 
 construction; price per cubic yard. For deck area between 300,000 and 
 500,000 interpolate between the stated cost per cubic yard.</td>
</tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" width="50.94%" class="whs85">
<p class=OutlineA1a
	style="text-align: right; x-text-underline: Off; /*begin!kadov{{*/ text-decoration: none; /*}}end!kadov*/ "
	align=right><span style="font-family: 'Arial CYR', sans-serif;">less 
 than or equal to </span>300,000 SF</td>
<td colspan="1" rowspan="1" width="49.06%" class="whs86">
<p class="whs9">$1230</td></tr>

<tr valign="top" class="whs4">
<td width="50.94%" class="whs85">
<p class=OutlineA1a
	style="text-align: right;"
	align=right><span style="font-family: 'Arial CYR', sans-serif;">less 
 than or equal to </span>500,000 SF</td>
<td width="49.06%" class="whs86">
<p class="whs9">$1200</td></tr>

<tr valign="top" class="whs4">
<td width="50.94%" class="whs87">
<p class=OutlineA1a
	style="text-align: right;"
	align=right><span style="font-family: 'Arial CYR', sans-serif;">greater 
 &nbsp;than </span>500,000 
 SF</td>
<td width="49.06%" class="whs88">
<p class="whs9">$1175</td></tr>
</table>

<table x-use-null-cells cellspacing="0" width="100%" class="whs12">
<col class="whs89">
<col class="whs90">

<tr valign="top" class="whs4">
<td width="51.066%" class="whs91">
<p class=OutlineA1>5.) Reinforcing Steel; cost per pound</td>
<td width="48.934%" class="whs92">
<p class="whs9">$1.00</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" width="51.066%" class="whs93">
<p class=OutlineA1>6.) Post-tensioning Steel; cost per pound.</td>
<td colspan="1" rowspan="1" width="48.934%" class="whs94">
<p class="whs9">&nbsp;</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" width="51.066%" class="whs93">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>Strand; longitudinal</td>
<td colspan="1" rowspan="1" width="48.934%" class="whs94">
<p class=OutlineA1a
	style="text-indent: 0px; margin-left: 0px;">$2.20</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" width="51.066%" class="whs93">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>Strand; transverse</td>
<td colspan="1" rowspan="1" width="48.934%" class="whs94">
<p class=OutlineA1a
	style="text-indent: 0px; margin-left: 0px;">$4.00</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" width="51.066%" class="whs93">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>Bars</td>
<td colspan="1" rowspan="1" width="48.934%" class="whs94">
<p class=OutlineA1a
	style="text-indent: 0px; margin-left: 0px;">$6.00</td></tr>

<tr valign="top" class="whs4">
<td colspan="2" rowspan="1" width="100%" class="whs95">
<p class=OutlineA1>7.) Railings and Barriers, cost per linear foot. </td>
</tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" width="51.066%" class="whs93">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>Traffic Barrier</td>
<td colspan="1" rowspan="1" width="48.934%" class="whs94">
<p class=OutlineA1a
	style="text-indent: 0px; margin-left: 0px;">$115</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" width="51.066%" class="whs93">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>Pedestrian Railing</td>
<td colspan="1" rowspan="1" width="48.934%" class="whs94">
<p class=OutlineA1a
	style="text-indent: 0px; margin-left: 0px;">$80</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" width="51.066%" class="whs93">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>Bicycle Railing</td>
<td colspan="1" rowspan="1" width="48.934%" class="whs94">
<p class=OutlineA1a
	style="text-indent: 0px; margin-left: 0px;">$85*</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" width="51.066%" class="whs93">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>*For metal railing, add $38 per linear foot.</td>
<td colspan="1" rowspan="1" width="48.934%" class="whs94">
<p class=OutlineA1a
	style="text-indent: 0px; margin-left: 0px;">&nbsp;</td></tr>

<tr valign="top" class="whs4">
<td colspan="2" rowspan="1" width="100%" class="whs95">
<p class=OutlineA1>8.) Expansion joints; cost per linear foot.</td>
</tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" width="51.066%" class="whs93">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>Strip seal</td>
<td colspan="1" rowspan="1" width="48.934%" class="whs94">
<p class=OutlineA1a
	style="text-indent: 0px; margin-left: 0px;">$150</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" width="51.066%" class="whs93">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>Finger joint &lt;6”</td>
<td colspan="1" rowspan="1" width="48.934%" class="whs94">
<p class=OutlineA1a
	style="text-indent: 0px; margin-left: 0px;">$850</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" width="51.066%" class="whs93">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>Finger joint &gt;6”</td>
<td colspan="1" rowspan="1" width="48.934%" class="whs94">
<p class=OutlineA1a
	style="text-indent: 0px; margin-left: 0px;">$1500</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" width="51.066%" class="whs93">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>Modular 6”</td>
<td colspan="1" rowspan="1" width="48.934%" class="whs94">
<p class=OutlineA1a
	style="text-indent: 0px; margin-left: 0px;">$500</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" width="51.066%" class="whs93">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>Modular 8”</td>
<td colspan="1" rowspan="1" width="48.934%" class="whs96">
<p class=OutlineA1a
	style="text-indent: 0px; margin-left: 0px;">$700</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" width="51.066%" class="whs93">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>Modular 12”</td>
<td colspan="1" rowspan="1" width="48.934%" class="whs94">
<p class=OutlineA1a
	style="text-indent: 0px; margin-left: 0px;">$900</td></tr>
</table>

<table x-use-null-cells cellspacing="0" width="100%" class="whs12">
<col class="whs97">
<col class="whs98">

<tr valign="top" class="whs4">
<td width="44.16%" class="whs99">
<p class=OutlineA>C. Retaining Walls.</td>
<td width="55.84%" class="whs100">
<p>&nbsp;</td></tr>

<tr valign="top" class="whs4">
<td width="44.16%" class="whs101">
<p>1.) MSE Walls; Cost per square foot</td>
<td width="55.84%" class="whs102">
<p>&nbsp;</td></tr>

<tr valign="top" class="whs4">
<td width="44.16%" class="whs101">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>Permanent</td>
<td width="55.84%" class="whs102">
<p class="whs9">$34</td></tr>

<tr valign="top" class="whs4">
<td width="44.16%" class="whs103">
<p class=OutlineA1a
	style="text-align: right;"
	align=right>Temporary</td>
<td width="55.84%" class="whs104">
<p class="whs9">$16</td></tr>
</table>

<div align=center>
<table x-use-null-cells cellspacing="0" width="100%" class="whs105">
<col class="whs106">
<col class="whs107">

<tr valign="top" class="whs4">
<td valign="middle" width="44.119%" class="whs108">
<p class=OutlineA>D. Noise Wall; Cost per square foot.</td>
<td valign="middle" width="55.881%" class="whs109">
<p class="whs9">$35</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" valign="middle" width="44.119%" class="whs108">
<p class=OutlineA>E. Detour Bridge; Cost per square foot</td>
<td colspan="1" rowspan="1" valign="middle" width="55.881%" class="whs109">
<p class="whs9">$55*<a class="expandspot" href="javascript:kadovTextPopup(this)" id="a5">(01/08)</a><span class=expandtext style="display: 'none';" id=POPUP196055441 >   2008 Jan - Changed from $30 to $55.</span></td></tr>

<tr valign="top" class="whs4">
<td colspan="2" rowspan="1" width="100%" class="whs63">
<p>*Using FDOT supplied components. The cost is for the bridge proper and 
 does not include approach work, surfacing, or guardrail.</td>
</tr>

<tr valign="top" class="whs4">
<td colspan="2" rowspan="1" width="100%" class="whs63">
<p class=OutlineA1a>&nbsp;</td>
</tr>
</table>
</div>
<p class="whs27">&nbsp;</p>

<h3>9.2.3 Design Aid for Determination of Reinforcing Steel</h3>

<p class=OutlineA>In the absence of better information, use the following 
 quantities of reinforcing steel per cubic yard of concrete.</p>

<table x-use-null-cells cellspacing="0" width="100%" class="whs12">
<col class="whs110">
<col class="whs111">

<tr valign="top" class="whs4">
<td width="57.29%" class="whs112">
<p align="right" class="whs40">Pile abutments</td>
<td width="42.71%" class="whs113">
<p class="whs9">135</td></tr>

<tr valign="top" class="whs4">
<td width="57.29%" class="whs114">
<p align="right" class="whs40">Pile Bents</td>
<td width="42.71%" class="whs115">
<p class="whs9">145</td></tr>

<tr valign="top" class="whs4">
<td width="57.29%" class="whs114">
<p align="right" class="whs40">Single Column Piers; Tall (&gt;25 ft)</td>
<td width="42.71%" class="whs115">
<p class="whs9">210</td></tr>

<tr valign="top" class="whs4">
<td width="57.29%" class="whs114">
<p align="right" class="whs40">Single Column Piers; Short (&lt;25 ft)</td>
<td width="42.71%" class="whs115">
<p class="whs9">150</td></tr>

<tr valign="top" class="whs4">
<td width="57.29%" class="whs114">
<p align="right" class="whs40">Multiple Column Piers; Tall (&gt;25 ft)</td>
<td width="42.71%" class="whs115">
<p class="whs9">215</td></tr>

<tr valign="top" class="whs4">
<td width="57.29%" class="whs114">
<p align="right" class="whs40">Multiple Column Piers; Short (&lt;25 ft)</td>
<td width="42.71%" class="whs115">
<p class="whs9">195</td></tr>

<tr valign="top" class="whs4">
<td width="57.29%" class="whs114">
<p align="right" class="whs40">Bascule Piers</td>
<td width="42.71%" class="whs115">
<p class="whs9">110</td></tr>

<tr valign="top" class="whs4">
<td width="57.29%" class="whs114">
<p align="right" class="whs40">Deck Slabs; Standard</td>
<td width="42.71%" class="whs115">
<p class="whs9">205</td></tr>

<tr valign="top" class="whs4">
<td width="57.29%" class="whs114">
<p align="right" class="whs40">Deck Slabs; Isotropic</td>
<td width="42.71%" class="whs115">
<p class="whs9">125</td></tr>

<tr valign="top" class="whs4">
<td width="57.29%" class="whs114">
<p align="right" class="whs40">Concrete Box Girders; Pier Segment</td>
<td width="42.71%" class="whs115">
<p class="whs9">225</td></tr>

<tr valign="top" class="whs4">
<td width="57.29%" class="whs114">
<p align="right" class="whs40">Concrete Box Girders; Typical Segment</td>
<td width="42.71%" class="whs115">
<p class="whs9">165</td></tr>

<tr valign="top" class="whs4">
<td width="57.29%" class="whs116">
<p align="right" class="whs40">Cast-in-Place Flat Slabs (30 ft span x 15” deep)</td>
<td width="42.71%" class="whs115">
<p class="whs9">220</td></tr>
</table>

<p class=OutlineA>&nbsp;</p>

<p class="whs11">Step Two:</p>

<p class="whs9">After developing the total cost estimate utilizing 
 the unit cost, modify the cost to account for site condition variables. 
 If appropriate, the cost will be modified by the following variables:</p>

<p class=OutlineA>1. For rural construction decrease construction cost 
 by 6 percent.</p>

<p class=OutlineA>2. For urban construction (Broward, Miami-Dade, Duval, 
 Hillsborough, Orange, Palm Beach and Pinellas counties), increase construction 
 cost by 6 percent.</p>

<p class=OutlineA>3. For construction over water increase construction 
 cost by 3 percent.</p>

<p class=OutlineA>4. For phased construction (over traffic or construction 
 requiring multiple phases to complete the entire cross section of the 
 bridge), add a 20 percent premium to the affected units of the structure.</p>

<p>&nbsp;</p>

<p class="whs11">Step Three:</p>

<p class="whs9">The final step is a comparison of the cost 
 estimate with historic bridge cost per square foot data. These total cost 
 numbers are calculated exclusively for the bridge cost as defined in the 
 General Section of this chapter. Price computed by Steps 1 and 2 should 
 be generally within the range of cost of as supplied herein. If the cost 
 falls outside the provided range, good justification must be provided.</p>

<p>&nbsp;</p>

<table x-use-null-cells cellspacing="0" width="100%" class="whs117">
<col class="whs118">
<col class="whs119">
<col class="whs120">

<tr valign="middle" class="whs121">
<td rowspan="1" colspan="3" width="100%" class="whs122">
<p align="center" class="whs123">New Construction</p>
<p align="center" class="whs123">(2007 Cost Per Square Foot)</td>
</tr>

<tr valign="middle" class="whs121">
<td width="76.291%" class="whs124">
<p class="whs10">Bridge Type</td>
<td width="9.845%" class="whs125">
<p align="center" class="whs126">Low</td>
<td width="13.864%" class="whs127">
<p align="center" class="whs126">High</td></tr>

<tr valign="middle" class="whs121">
<td rowspan="1" colspan="3" width="100%" class="whs128">
<p class="whs10">Short Span Bridges:</td>
</tr>

<tr valign="middle" class="whs121">
<td colspan="1" rowspan="1" width="76.291%" class="whs129">
<p>Reinforced Concrete Flat Slab Simple Span*</td>
<td colspan="1" rowspan="1" width="9.845%" class="whs130">
<p align="center" class="whs17">$122 </td>
<td colspan="1" rowspan="1" width="13.864%" class="whs131">
<p align="center" class="whs17">$160</td></tr>

<tr valign="middle" class="whs121">
<td colspan="1" rowspan="1" width="76.291%" class="whs132">
<p>Pre-cast Concrete Slab Simple Span*</td>
<td colspan="1" rowspan="1" width="9.845%" class="whs133">
<p align="center" class="whs17">$115</td>
<td colspan="1" rowspan="1" width="13.864%" class="whs134">
<p align="center" class="whs17">$200</td></tr>

<tr valign="middle" class="whs121">
<td colspan="1" rowspan="1" width="76.291%" class="whs129">
<p>Reinforced Concrete Flat Slab Continuous Span*</td>
<td colspan="2" rowspan="1" width="23.709%" class="whs135">
<p align="center" class="whs17">NA</td>
</tr>

<tr valign="middle" class="whs121">
<td colspan="3" rowspan="1" width="100%" class="whs136">
<p class="whs10">Medium Span Bridges:</td>
</tr>

<tr valign="middle" class="whs121">
<td colspan="1" rowspan="1" width="76.291%" class="whs129">
<p>Concrete Deck/ Steel Girder - Simple Span*</td>
<td colspan="1" rowspan="1" width="9.845%" class="whs130">
<p align="center" class="whs17">$125</td>
<td colspan="1" rowspan="1" width="13.864%" class="whs131">
<p align="center" class="whs17">$135</td></tr>

<tr valign="middle" class="whs121">
<td colspan="1" rowspan="1" width="76.291%" class="whs132">
<p>Concrete Deck/ Steel Girder - Continuous Span*</td>
<td colspan="1" rowspan="1" width="9.845%" class="whs133">
<p align="center" class="whs17">$135</td>
<td colspan="1" rowspan="1" width="13.864%" class="whs134">
<p align="center" class="whs17">$170</td></tr>

<tr valign="middle" class="whs121">
<td colspan="1" rowspan="1" width="76.291%" class="whs129">
<p>Concrete Deck/ Pre-stressed Girder - Simple Span&#9;</td>
<td colspan="1" rowspan="1" width="9.845%" class="whs130">
<p align="center" class="whs17">$85</td>
<td colspan="1" rowspan="1" width="13.864%" class="whs131">
<p align="center" class="whs17">$155</td></tr>

<tr valign="middle" class="whs121">
<td colspan="1" rowspan="1" width="76.291%" class="whs132">
<p>Concrete Deck/ Pre-stressed Girder - Continuous Span&#9;</td>
<td colspan="1" rowspan="1" width="9.845%" class="whs133">
<p align="center" class="whs17">$115</td>
<td colspan="1" rowspan="1" width="13.864%" class="whs134">
<p align="center" class="whs17">$211</td></tr>

<tr valign="middle" class="whs121">
<td colspan="1" rowspan="1" width="76.291%" class="whs129">
<p>Concrete Deck/ Steel Box Girder – Span Range from 150' to 280' (for 
 curvature, add a 15% premium)</td>
<td colspan="1" rowspan="1" width="9.845%" class="whs130">
<p align="center" class="whs17">$145</td>
<td colspan="1" rowspan="1" width="13.864%" class="whs131">
<p align="center" class="whs17">$225</td></tr>

<tr valign="middle" class="whs121">
<td colspan="1" rowspan="1" width="76.291%" class="whs132">
<p>Segmental Concrete Box Girders - Cantilever Construction, Span Range 
 from 150' to 280'</td>
<td colspan="1" rowspan="1" width="9.845%" class="whs133">
<p align="center" class="whs137">$130</td>
<td colspan="1" rowspan="1" width="13.864%" class="whs134">
<p align="center" class="whs137">$160</td></tr>

<tr valign="middle" class="whs121">
<td colspan="1" rowspan="1" width="76.291%" class="whs132">
<p>Movable Bridge - Bascule Spans and Piers</td>
<td colspan="1" rowspan="1" width="9.845%" class="whs133">
<p align="center" class="whs126"><span style="font-weight: normal;">$1800</span></td>
<td colspan="1" rowspan="1" width="13.864%" class="whs134">
<p align="center" class="whs137">$2,000</td></tr>

<tr valign="middle" class="whs121">
<td colspan="3" rowspan="1" width="100%" class="whs136">
<p class="whs10">Demolition Cost:</td>
</tr>

<tr valign="middle" class="whs121">
<td colspan="1" rowspan="1" width="76.291%" class="whs132">
<p>Typical</td>
<td colspan="1" rowspan="1" width="9.845%" class="whs133">
<p align="center" class="whs137">$35</td>
<td colspan="1" rowspan="1" width="13.864%" class="whs134">
<p align="center" class="whs137">$60</td></tr>

<tr valign="middle" class="whs121">
<td colspan="1" rowspan="1" width="76.291%" class="whs132">
<p>Bascule</td>
<td colspan="1" rowspan="1" width="9.845%" class="whs133">
<p align="center" class="whs126"><span style="font-weight: normal;">$60</span>&#9;</td>
<td colspan="1" rowspan="1" width="13.864%" class="whs134">
<p align="center" class="whs137">$70</td></tr>

<tr valign="middle" class="whs121">
<td colspan="1" rowspan="1" width="76.291%" class="whs132">
<p><span style="font-weight: bold;"><B>Project Type</B></span></td>
<td colspan="1" rowspan="1" width="9.845%" class="whs133">
<p align="center" class="whs126">Low</td>
<td colspan="1" rowspan="1" width="13.864%" class="whs134">
<p align="center" class="whs126">High</td></tr>

<tr valign="middle" class="whs121">
<td colspan="1" rowspan="1" width="76.291%" class="whs129">
<p>Widening (Construction Only)</td>
<td colspan="1" rowspan="1" width="9.845%" class="whs130">
<p align="center" class="whs17">$115.00</td>
<td colspan="1" rowspan="1" width="13.864%" class="whs131">
<p align="center" class="whs17">$175.00</td></tr>

<tr valign="middle" class="whs121">
<td colspan="3" rowspan="1" width="100%" class="whs136">
<p>* Increase the cost by twenty percent for phased construction.</td>
</tr>
</table>

<p class="whs9">&nbsp;</p>

<h2><a name=9_3></a>9.3 Historical Bridge Costs</h2>

<p class="whs9">The unadjusted bid cost for selected bridge 
 projects are provided as a supplemental reference for estimating costs. 
 The costs have been stripped of all supplemental items such as mobilization, 
 so that only the superstructure and substructure cost remain.</p>

<h3>9.3.1 Deck/Girder Bridges <a class="expandspot" href="javascript:kadovTextPopup(this)" id="a9">(01/08)</a><span class=expandtext style="display: 'none';" id=POPUP209053993 >   2008 Jan - Added records highlighted in yellow.</span></h3>

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<col>
<col>
<col>
<col>

<tr valign="top" class="whs4">
<td valign="middle" class="whs138">
<p align="center" class="whs139">Project Name and Description</td>
<td valign="middle" class="whs140">
<p align="center" class="whs17"><span style="font-weight: bold;"><B>Letting Date</B></span></td>
<td valign="middle" class="whs140">
<p align="center" class="whs139"><span style="font-weight: bold;"><B>Deck Area (SF)</B></span></td>
<td valign="middle" class="whs140">
<p align="center" class="whs139">Cost per SF</td></tr>

<tr valign="top" class="whs4">
<td valign="middle" class="whs141">
<p align="center" class="whs17">Jenson Beach Causeway </p>
<p align="center" class="whs17">(890145)</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">01/02</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">150,679 &nbsp;</p>
<p align="center" class="whs17"><span style="text-align: center;">78” Bulb-tee,</span></p>
<p align="center" class="whs17">simple span&#9;</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">$59.00</td></tr>

<tr valign="top" class="whs4">
<td valign="middle" class="whs141">
<p align="center" class="whs17">SR 417/Turnpike (770616)</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">&#9;99/00</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">5,270 </p>
<p align="center" class="whs17">AASHTO Type VI&#9;</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">$50.39</td></tr>

<tr valign="top" class="whs4">
<td valign="middle" class="whs141">
<p align="center" class="whs17">US 98/Thomas Dr.(460111)</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">02/03</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">167,492, </p>
<p align="center" class="whs17">Fl-U Beam</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">$66.50</td></tr>

<tr valign="top" class="whs4">
<td valign="middle" class="whs141">
<p align="center" class="whs17">SR 704 over I-95 </p>
<p align="center" class="whs17">(930183 &amp; 930210)</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">97/98</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">14,804 each </p>
<p align="center" class="whs17">AASHTO Type IV Simple span</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">$60.66</td></tr>

<tr valign="top" class="whs4">
<td valign="middle" class="whs141">
<p align="center" class="whs17">SR 700 over C-51</p>
<p align="center" class="whs17">(930465)</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">97/98</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">7,153</p>
<p align="center" class="whs17">AASHTO Type II Simple Span</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">$46.46</td></tr>

<tr valign="top" class="whs4">
<td valign="middle" class="whs141">
<p align="center" class="whs17">SR 807 over C-51 </p>
<p align="center" class="whs17">(930474)</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">98/99</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">11,493</p>
<p align="center" class="whs17"><span style="text-align: center;">AASHTO Type III Simple 
 Span</span></td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">$48.77</td></tr>

<tr valign="top" class="whs4">
<td valign="middle" class="whs141">
<p align="center" class="whs17">SR 222 over I-75 (260101)</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">00/01</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">41,911 </p>
<p align="center" class="whs17">AASHTO Type III &amp; IV</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">$63.59</td></tr>

<tr valign="top" class="whs4">
<td valign="middle" class="whs141">
<p align="center" class="whs17">SR 166 over Chipola River (530170)</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">00/01</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">31,598 </p>
<p align="center" class="whs17">AASHTO Type IV</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">$48.52</td></tr>

<tr valign="top" class="whs4">
<td valign="middle" class="whs141">
<p align="center" class="whs17">SR 25 over Santa Fe River (260112)</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">00/01</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">17,118 </p>
<p align="center" class="whs17">AASHTO Type IV</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">$52.87</td></tr>

<tr valign="top" class="whs4">
<td valign="middle" class="whs141">
<p align="center" class="whs17">SR 71 over Cypress Creek (510062)</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">00/01</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">12,565 </p>
<p align="center" class="whs17">AASHTO Type III</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">$49.64</td></tr>

<tr valign="top" class="whs4">
<td valign="middle" class="whs141">
<p align="center" class="whs17">SR 10 over CSX RR (580175)</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">&#9;00/01</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">12,041</p>
<p align="center" class="whs17">&nbsp;AASHTO 
 Type IV</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">&#9;$54.91</td></tr>

<tr valign="top" class="whs4">
<td valign="middle" class="whs141">
<p align="center" class="whs17">SR 291 over Carpenter Creek (480194)</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">00/01</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">7,760 <span style="text-align: center;">AASHTO Type IV</span></td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">$59.41</td></tr>

<tr valign="top" class="whs4">
<td valign="middle" class="whs141">
<p align="center" class="whs17">SR 54 over Cypress Creek (140126)</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">00/01</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">6,010 </p>
<p align="center" class="whs17"><span style="text-align: center;">AASHTO Type III</span></td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">$51.48</td></tr>

<tr valign="top" class="whs4">
<td valign="middle" class="whs141">
<p align="center" class="whs17">SR 400 Overpass (750604)</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">00/01</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">27,084 </p>
<p align="center" class="whs17">AASHTO Type VI</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">$48.15</td></tr>

<tr valign="top" class="whs4">
<td valign="middle" class="whs141">
<p align="center" class="whs17">Palm Beach Airport Interchange over I-95 (930485)</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">99/00</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">9,763 Steel</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">$85.50</td></tr>

<tr valign="top" class="whs4">
<td valign="middle" class="whs141">
<p align="center" class="whs17">Turnpike Overpass (770604)</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">98/99</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">7,733 <span style="text-align: center;">Steel </span></p>
<p align="center" class="whs17">179' Simple Span</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">$79.20</td></tr>

<tr valign="top" class="whs4">
<td valign="middle" class="whs141">
<p align="center" class="whs17">SR 686 (150241)</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">99/00</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">63,387 Steel</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">$73.31</td></tr>

<tr valign="top" class="whs4">
<td valign="middle" class="whs141">
<p align="center" class="whs17">SR 30 RR Overpass (480195 &amp; 480196)</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">00/01</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">6,994 each</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">$118.35</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" valign="middle" class="whs143">
<p align="center" class="whs144">SR 91 Overpass (over road) (750713)</td>
<td colspan="1" rowspan="1" valign="middle" class="whs145">
<p align="center" class="whs144">06/07</td>
<td colspan="1" rowspan="1" valign="middle" class="whs145">
<p align="center" class="whs144">38,020 </p>
<p align="center" class="whs144">AASHTO Type V</td>
<td colspan="1" rowspan="1" valign="middle" class="whs145">
<p align="center" class="whs144">$85.82</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" valign="middle" class="whs146">
<p align="center" class="whs144">SR 91 Overpass (over road) (754147)</td>
<td colspan="1" rowspan="1" valign="middle" class="whs147">
<p align="center" class="whs144">06/07</td>
<td colspan="1" rowspan="1" valign="middle" class="whs147">
<p align="center" class="whs144">18,785 Steel</td>
<td colspan="1" rowspan="1" valign="middle" class="whs147">
<p align="center" class="whs144">$133.18</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" valign="middle" class="whs143">
<p align="center" class="whs144">SR 25 Overpass (over railroad) (160345)</td>
<td colspan="1" rowspan="1" valign="middle" class="whs145">
<p align="center" class="whs144">06/07</td>
<td colspan="1" rowspan="1" valign="middle" class="whs145">
<p align="center" class="whs144">13,523 </p>
<p align="center" class="whs144">AASHTO Type III</td>
<td colspan="1" rowspan="1" valign="middle" class="whs145">
<p align="center" class="whs144">$136.36</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" valign="middle" class="whs146">
<p align="center" class="whs144">SR 70 Over Road (949901) </p>
<p align="center" class="whs144">Bridge Widening</td>
<td colspan="1" rowspan="1" valign="middle" class="whs147">
<p align="center" class="whs144">06/07</td>
<td colspan="1" rowspan="1" valign="middle" class="whs147">
<p align="center" class="whs144">3,848 </p>
<p align="center" class="whs144">AASHTO Type II</td>
<td colspan="1" rowspan="1" valign="middle" class="whs147">
<p align="center" class="whs144">$210.92</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" valign="middle" class="whs143">
<p align="center" class="whs144">SR 710 Over water (930534)</td>
<td colspan="1" rowspan="1" valign="middle" class="whs145">
<p align="center" class="whs144">06/07</td>
<td colspan="1" rowspan="1" valign="middle" class="whs145">
<p align="center" class="whs148">12,568</p>
<p align="center" class="whs144"><span style="text-align: center; background-color: #ffff00;">Inverted 
 T-Beam 20”</span></td>
<td colspan="1" rowspan="1" valign="middle" class="whs145">
<p align="center" class="whs144">$124.63</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" valign="middle" class="whs146">
<p align="center" class="whs144">SR 50 Over road (750560)</td>
<td colspan="1" rowspan="1" valign="middle" class="whs147">
<p align="center" class="whs144">07/08</td>
<td colspan="1" rowspan="1" valign="middle" class="whs147">
<p align="center" class="whs144">30,250 </p>
<p align="center" class="whs144">Steel Box Girders</td>
<td colspan="1" rowspan="1" valign="middle" class="whs147">
<p align="center" class="whs144">$186.94</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" valign="middle" class="whs143">
<p align="center" class="whs144">SR 50 Over road (750561)</td>
<td colspan="1" rowspan="1" valign="middle" class="whs145">
<p align="center" class="whs144">07/08</td>
<td colspan="1" rowspan="1" valign="middle" class="whs145">
<p align="center" class="whs144">30,250</p>
<p align="center" class="whs144">Steel Box Girders</td>
<td colspan="1" rowspan="1" valign="middle" class="whs145">
<p align="center" class="whs144">$185.46</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" valign="middle" class="whs146">
<p align="center" class="whs144">SR 93 Over road (100695)</td>
<td colspan="1" rowspan="1" valign="middle" class="whs147">
<p align="center" class="whs144">06/07</td>
<td colspan="1" rowspan="1" valign="middle" class="whs147">
<p align="center" class="whs144">9,072 Fl-U Beam 54”</td>
<td colspan="1" rowspan="1" valign="middle" class="whs147">
<p align="center" class="whs144">$156.22</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" valign="middle" class="whs143">
<p align="center" class="whs144">SR 93 Over road (100697)</td>
<td colspan="1" rowspan="1" valign="middle" class="whs145">
<p align="center" class="whs144">06/07</td>
<td colspan="1" rowspan="1" valign="middle" class="whs145">
<p align="center" class="whs144">7,776 Fl-U Beam 72”</td>
<td colspan="1" rowspan="1" valign="middle" class="whs145">
<p align="center" class="whs144">$196.81</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" valign="middle" class="whs146">
<p align="center" class="whs144">SR 93 Over road (100699)</td>
<td colspan="1" rowspan="1" valign="middle" class="whs147">
<p align="center" class="whs144">06/07</td>
<td colspan="1" rowspan="1" valign="middle" class="whs147">
<p align="center" class="whs144">7,776 Fl-U Beam 72”</td>
<td colspan="1" rowspan="1" valign="middle" class="whs147">
<p align="center" class="whs144">$202.47</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" valign="middle" class="whs143">
<p align="center" class="whs144">SR 93 Over road (100705)</td>
<td colspan="1" rowspan="1" valign="middle" class="whs145">
<p align="center" class="whs144">06/07</td>
<td colspan="1" rowspan="1" valign="middle" class="whs145">
<p align="center" class="whs144">14,490 </p>
<p align="center" class="whs144">AASHTO Type IV</td>
<td colspan="1" rowspan="1" valign="middle" class="whs145">
<p align="center" class="whs144">$96.13</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" valign="middle" class="whs146">
<p align="center" class="whs144">Buckhorn Creek Low Level Bridge </p>
<p align="center" class="whs144">(overwater) (06<span style="text-align: center; background-color: #ffff00;">4122)</span></td>
<td colspan="1" rowspan="1" valign="middle" class="whs147">
<p align="center" class="whs144">06/07</td>
<td colspan="1" rowspan="1" valign="middle" class="whs147">
<p align="center" class="whs144">4,181 </p>
<p align="center" class="whs144">Cast-in-Place Deck</td>
<td colspan="1" rowspan="1" valign="middle" class="whs147">
<p align="center" class="whs144">$142.29</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" valign="middle" class="whs143">
<p align="center" class="whs144">CR 179A West Pittman Creek (524135)</td>
<td colspan="1" rowspan="1" valign="middle" class="whs145">
<p align="center" class="whs144">06/07</td>
<td colspan="1" rowspan="1" valign="middle" class="whs145">
<p align="center" class="whs144">8,014 </p>
<p align="center" class="whs144">Slab (precast)</td>
<td colspan="1" rowspan="1" valign="middle" class="whs145">
<p align="center" class="whs144">$108.71</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" valign="middle" class="whs146">
<p align="center" class="whs17">&nbsp;</td>
<td colspan="1" rowspan="1" valign="middle" class="whs147">
<p align="center" class="whs17">&nbsp;</td>
<td colspan="1" rowspan="1" valign="middle" class="whs147">
<p align="center" class="whs17">&nbsp;</td>
<td colspan="1" rowspan="1" valign="middle" class="whs147">
<p align="center" class="whs17">&nbsp;</td></tr>
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<p>&nbsp;</p>

<h3>9.3.2 &nbsp;Post 
 - tensioned Concrete Box Girder, Segmental Bridges <a class="expandspot" href="javascript:kadovTextPopup(this)" id="a10">(01/08)</a><span class=expandtext style="display: 'none';" id=POPUP198045484 >   2008 Jan - Added records highlighted in yellow.</span></h3>

<table x-use-null-cells cellspacing="0" class="whs54">
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<col>
<col>
<col>
<col>

<tr valign="top" class="whs4">
<td valign="middle" class="whs138">
<p align="center" class="whs126">Project Name and Description</td>
<td colspan="1" rowspan="1" valign="middle" class="whs140">
<p align="center" class="whs17"><span style="font-weight: bold;"><B>Letting Date</B></span>&#9;</td>
<td valign="middle" class="whs140">
<p align="center" class="whs126">Deck Area (SF)</td>
<td valign="middle" class="whs140">
<p align="center" class="whs126">Cost per SF</td></tr>

<tr valign="top" class="whs4">
<td valign="middle" class="whs141">
<p align="center" class="whs17">A1A over ICWW (St. Lucie River)</p>
<p align="center" class="whs17">(Evans Crary) <span style="text-align: center;">(890158)</span></td>
<td colspan="1" rowspan="1" valign="middle" class="whs142">
<p align="center" class="whs17">97/98</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">297,453</p>
<p align="center" class="whs17">Span by Span</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">$80.50</td></tr>

<tr valign="top" class="whs4">
<td valign="middle" class="whs141">
<p align="center" class="whs17">Palm Beach Airport Interchange at I-95 </p>
<p align="center" class="whs17"><span style="text-align: center;">(930480)</span></td>
<td colspan="1" rowspan="1" valign="middle" class="whs142">
<p align="center" class="whs17">99/00</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">77,048</p>
<p align="center" class="whs17">Balanced Cantilever</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">$100.73</td></tr>

<tr valign="top" class="whs4">
<td valign="middle" class="whs141">
<p align="center" class="whs17">Palm Beach Airport Interchange at I-95 </p>
<p align="center" class="whs17"><span style="text-align: center;">(930477)</span></td>
<td colspan="1" rowspan="1" valign="middle" class="whs142">
<p align="center" class="whs17">99/00</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">20,925 </p>
<p align="center" class="whs17">Balanced Cantilever</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">$96.31</p>
<p align="center" class="whs17">&nbsp;</td></tr>

<tr valign="top" class="whs4">
<td valign="middle" class="whs141">
<p align="center" class="whs17">Palm Beach Airport Interchange at I-95 </p>
<p align="center" class="whs17">(930479)</td>
<td colspan="1" rowspan="1" valign="middle" class="whs142">
<p align="center" class="whs17">99/00</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">69,233 </p>
<p align="center" class="whs17">Balanced Cantilever</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">$88.49</td></tr>

<tr valign="top" class="whs4">
<td valign="middle" class="whs141">
<p align="center" class="whs17">Palm Beach Airport Interchange at I-95 </p>
<p align="center" class="whs17">(930482)&#9;&#9;</td>
<td colspan="1" rowspan="1" valign="middle" class="whs142">
<p align="center" class="whs17">99/00</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">47,466</p>
<p align="center" class="whs17">Balanced Cantilever</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">$104.96</td></tr>

<tr valign="top" class="whs4">
<td valign="middle" class="whs141">
<p align="center" class="whs17">Palm Beach Airport Interchange at I-95 </p>
<p align="center" class="whs17">(930482)</td>
<td colspan="1" rowspan="1" valign="middle" class="whs142">
<p align="center" class="whs17">99/00</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">81,059</p>
<p align="center" class="whs17">Balanced Cantilever</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">$101.44</td></tr>

<tr valign="top" class="whs4">
<td valign="middle" class="whs141">
<p align="center" class="whs17">Palm Beach Airport Interchange at I-95 </p>
<p align="center" class="whs17">(930483)</td>
<td colspan="1" rowspan="1" valign="middle" class="whs142">
<p align="center" class="whs17">99/00</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">90,926</p>
<p align="center" class="whs17">Balanced Cantilever</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">$101.57</td></tr>

<tr valign="top" class="whs4">
<td valign="middle" class="whs141">
<p align="center" class="whs17">Palm Beach Airport Interchange at I-95 </p>
<p align="center" class="whs17">(930484)</td>
<td colspan="1" rowspan="1" valign="middle" class="whs142">
<p align="center" class="whs17">99/00</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">41,893</p>
<p align="center" class="whs17">Balanced Cantilever</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">$115.11</td></tr>

<tr valign="top" class="whs4">
<td valign="middle" class="whs141">
<p align="center" class="whs17">Palm Beach Airport Interchange at I-95 </p>
<p align="center" class="whs17">(930478)</td>
<td colspan="1" rowspan="1" valign="middle" class="whs142">
<p align="center" class="whs17">99/00</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">20,796 </p>
<p align="center" class="whs17">Balanced Cantilever</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">$95.16</td></tr>

<tr valign="top" class="whs4">
<td valign="middle" class="whs141">
<p align="center" class="whs17">17th Street over ICWW </p>
<p align="center" class="whs17">(Ft. Lauderdale) (860623)</td>
<td colspan="1" rowspan="1" valign="middle" class="whs142">
<p align="center" class="whs17">96/97</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">135,962</p>
<p align="center" class="whs17">Balanced Cantilever</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">$74.71</td></tr>

<tr valign="top" class="whs4">
<td valign="middle" class="whs141">
<p align="center" class="whs17">SR 704 over ICWW </p>
<p align="center" class="whs17">Royal Palm Way</p>
<p align="center" class="whs17">(930507 &amp; 930506)&#9;</td>
<td colspan="1" rowspan="1" valign="middle" class="whs142">
<p align="center" class="whs17">00/01</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">43,173 each</p>
<p align="center" class="whs17">C-I-P on Travelers</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">$163.88</td></tr>

<tr valign="top" class="whs4">
<td valign="middle" class="whs141">
<p align="center" class="whs17">US 92 over ICWW </p>
<p align="center" class="whs17">(Broadway Bridge) Daytona (790188)&#9;&#9;</td>
<td colspan="1" rowspan="1" valign="middle" class="whs142">
<p align="center" class="whs17">97/98</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">145,588</p>
<p align="center" class="whs17">Balanced Cantilever</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">$81.93</p>
<p align="center" class="whs17">&nbsp;</td></tr>

<tr valign="top" class="whs4">
<td valign="middle" class="whs141">
<p align="center" class="whs17">US 92 over ICWW </p>
<p align="center" class="whs17">(Broadway Bridge) Daytona (790187)</td>
<td colspan="1" rowspan="1" valign="middle" class="whs142">
<p align="center" class="whs17">97/98</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">145,588</p>
<p align="center" class="whs17">Balanced Cantilever</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">$81.93</td></tr>

<tr valign="top" class="whs4">
<td valign="middle" class="whs141">
<p align="center" class="whs17">SR 789 over ICWW </p>
<p align="center" class="whs17">(Ringling Bridge) (170021)</td>
<td colspan="1" rowspan="1" valign="middle" class="whs142">
<p align="center" class="whs17">00/01</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">329,096</p>
<p align="center" class="whs17">Balanced Cantilever</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">$81.43</td></tr>

<tr valign="top" class="whs4">
<td valign="middle" class="whs141">
<p align="center" class="whs17">US 98 over ICWW </p>
<p align="center" class="whs17">(Hathaway Bridge) (460012)</td>
<td colspan="1" rowspan="1" valign="middle" class="whs142">
<p align="center" class="whs17">00/01</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">575,731</p>
<p align="center" class="whs17">Balanced Cantilever</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">$87.72</td></tr>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" valign="middle" class="whs143">
<p align="center" class="whs144">SR 9 Overpass (over Road/railroad) (720761)</td>
<td colspan="1" rowspan="1" valign="middle" class="whs145">
<p align="center" class="whs144">06/07</td>
<td colspan="1" rowspan="1" valign="middle" class="whs145">
<p align="center" class="whs144">122,500 Segmental</td>
<td colspan="1" rowspan="1" valign="middle" class="whs145">
<p align="center" class="whs144">$125.26</td></tr>
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<h3>9.3.3 Post-tensioned Cast-in-place Concrete Box Girder Bridge (low 
 level overpass)</h3>

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<col>
<col>
<col>
<col>

<tr valign="top" class="whs4">
<td colspan="1" rowspan="1" valign="middle" class="whs138">
<p align="center" class="whs139">Project Name and Description</td>
<td colspan="1" rowspan="1" valign="middle" class="whs140">
<p align="center" class="whs139">Letting Date</td>
<td colspan="1" rowspan="1" valign="middle" class="whs140">
<p align="center" class="whs139"><span style="font-weight: bold;"><B>Deck Area (SF)</B></span></td>
<td colspan="1" rowspan="1" valign="middle" class="whs140">
<p align="center" class="whs139">Cost per SF</td></tr>

<tr valign="top" class="whs4">
<td valign="middle" class="whs149">
<p align="center" class="whs17">SR 858 over ICWW Hallandale Beach</p>
<p align="center" class="whs17">(860619 &amp; 860618)</td>
<td valign="middle" class="whs150">
<p align="center" class="whs17">97/98</td>
<td valign="middle" class="whs150">
<p align="center" class="whs17">29,888 each&#9;</td>
<td valign="middle" class="whs150">
<p align="center" class="whs17">$83.25</td></tr>

<tr valign="top" class="whs4">
<td valign="middle" class="whs141">
<p align="center" class="whs17">SR 858 Flyover Hallandale Beach (860620)&#9;</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">97/98</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">21,777&#9;</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">$81.99</td></tr>

<tr valign="top" class="whs4">
<td valign="middle" class="whs141">
<p align="center" class="whs17">4th Street over I-275</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">94/95</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">12,438&#9;</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">$75.21</td></tr>
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<p>&nbsp;</p>

<h3>9.3.4 Bascule Bridge Cost <a class="expandspot" href="javascript:kadovTextPopup(this)" id="a11">(01/08)</a><span class=expandtext style="display: 'none';" id=POPUP201119181 >   2008 Jan - Added records highlighted in yellow.</span></h3>

<p class="whs9">Deck area is calculated to be coping-to-coping 
 width times overall bascule length including both bascule pier lengths 
 and main span. &nbsp;Costs 
 include all cost for moveable span, gates and bascule piers.</p>

<p>&nbsp;</p>

<p class="whs10">Closed Deck Bascule Bridges</p>

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<col>
<col>
<col>
<col>

<tr valign="top" class="whs151">
<td valign="middle" class="whs138">
<p align="center" class="whs126">Project Name and Description</td>
<td valign="middle" class="whs140">
<p align="center" class="whs126">Letting Date&#9;</td>
<td valign="middle" class="whs140">
<p align="center" class="whs126">Deck Area (SF)&#9;</td>
<td valign="middle" class="whs140">
<p align="center" class="whs126">Cost per SF</td></tr>

<tr valign="top" class="whs152">
<td valign="middle" class="whs141">
<p align="center" class="whs17">SR 45 over ICWW Venice</p>
<p align="center" class="whs17">(170170 &amp; 170169)</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">99/00</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">8,785 each</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">$768</td></tr>

<tr valign="top" class="whs153">
<td valign="middle" class="whs141">
<p align="center" class="whs17">Royal Palm Way</p>
<p align="center" class="whs17">SR 704 over ICWW</p>
<p align="center" class="whs17">(930507 &amp; 930506)</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">00/01</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">11,535 each</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">$1089</td></tr>

<tr valign="top" class="whs153">
<td valign="middle" class="whs141">
<p align="center" class="whs17">SR 858 over ICWW Hallandale Beach</p>
<p align="center" class="whs17">(860618 &amp; 860619)</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">97/98</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">14,454 each</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">$811</td></tr>

<tr valign="top" class="whs152">
<td valign="middle" class="whs141">
<p align="center" class="whs17">Ocean Ave. over ICWW &nbsp;Boynton 
 Beach (930105)&#9;</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">98/99</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">11,888</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">$1157</td></tr>

<tr valign="top" class="whs152">
<td valign="middle" class="whs141">
<p align="center" class="whs17">17th Street over ICWW Ft. Lauderdale (860623)</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">96/97</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">34,271</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">$865</td></tr>

<tr valign="top" class="whs152">
<td valign="middle" class="whs141">
<p align="center" class="whs17">2nd Avenue </p>
<p align="center" class="whs17">over Miami River (874264)</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">99/00</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">29,543</td>
<td valign="middle" class="whs142">
<p align="center" class="whs17">$1080</td></tr>

<tr valign="top" class="whs154">
<td colspan="1" rowspan="1" valign="middle" class="whs143">
<p align="center" class="whs144">SR 699 John’s Pass (150253)</td>
<td colspan="1" rowspan="1" valign="middle" class="whs145">
<p align="center" class="whs144">04/05</td>
<td colspan="1" rowspan="1" valign="middle" class="whs145">
<p align="center" class="whs144">16,500 includes Bascule and approach span</td>
<td colspan="1" rowspan="1" valign="middle" class="whs145">
<p align="center" class="whs144">$1,728</td></tr>

<tr valign="top" class="whs155">
<td colspan="1" rowspan="1" valign="middle" class="whs143">
<p align="center" class="whs144">SR 699 John’s Pass (150254)</td>
<td colspan="1" rowspan="1" valign="middle" class="whs145">
<p align="center" class="whs144">04/05</td>
<td colspan="1" rowspan="1" valign="middle" class="whs145">
<p align="center" class="whs144">16,500 includes Bascule and approach span</td>
<td colspan="1" rowspan="1" valign="middle" class="whs145">
<p align="center" class="whs144">$1,697</td></tr>

<tr valign="top" class="whs152">
<td colspan="1" rowspan="1" valign="middle" class="whs143">
<p align="center" class="whs144">SR 933 12nd Ave over Miami River (870662)</td>
<td colspan="1" rowspan="1" valign="middle" class="whs145">
<p align="center" class="whs144">04/05</td>
<td colspan="1" rowspan="1" valign="middle" class="whs145">
<p align="center" class="whs144">74,470 includes Bascule (30,910) and </p>
<p align="center" class="whs144">approach spans(43,560)</td>
<td colspan="1" rowspan="1" valign="middle" class="whs145">
<p align="center" class="whs144">$595</p>
<p align="center" class="whs144">(Bascule $1287) &nbsp;(App. 
 spans $105)</td></tr>

<tr valign="top" class="whs152">
<td colspan="1" rowspan="1" valign="middle" class="whs143">
<p align="center" class="whs144">SR 7 (5 St/7 Ave)</p>
<p align="center" class="whs144">Over the Miami River (870990)</td>
<td colspan="1" rowspan="1" valign="middle" class="whs145">
<p align="center" class="whs144">09/07</td>
<td colspan="1" rowspan="1" valign="middle" class="whs145">
<p align="center" class="whs144">21,546</td>
<td colspan="1" rowspan="1" valign="middle" class="whs145">
<p align="center" class="whs144">$1950</td></tr>
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&nbsp; 

<h2><a name=9_4_Debris></a>9.4 Bridge Debris Quantity Estimation &nbsp;<a class="expandspot" href="javascript:kadovTextPopup(this)" id="a2">(01/08)</a><span class=expandtext style="display: 'none';" id=POPUP195402730 >   Jan 2008 - Added section as design aid in estimating debris removal 
 costs.</span></h2>

<p>Requirements for making bridge debris available to other agencies are 
 stated in the Project Management Handbook and <a href="http://www.fdot.gov/roadway/PPMManual/2008/Volume1/2008Vol1.htm">PPM 
 Vol. 1</a>, Sections 13.5.2.3 and 26.9.2.8. &nbsp;Use 
 the following values for calculating the approximate volume of concrete 
 debris that will be generated by demolishing a bridge. &nbsp;For 
 bridge components not shown, use project specific dimensions and details 
 to calculate the approximate volume of debris. Include the estimated volume 
 of debris in the BDR.</p>

<table x-use-null-cells cellspacing="0" width="100%" class="whs12">
<col class="whs3">
<col class="whs3">

<tr valign="top" class="whs4">
<td width="50%" class="whs156">
<p class="whs10">Component</td>
<td width="50%" class="whs157">
<p class="whs10">CY/LF</td></tr>

<tr valign="top" class="whs4">
<td width="50%" class="whs158">
<p>18” Inverted T Beam:&#9;</td>
<td width="50%" class="whs159">
<p>0.660</td></tr>

<tr valign="top" class="whs4">
<td width="50%" class="whs158">
<p>AASHTO Type II Beam:</td>
<td width="50%" class="whs159">
<p>0.095</td></tr>

<tr valign="top" class="whs4">
<td width="50%" class="whs158">
<p>AASHTO Type III Beam: </td>
<td width="50%" class="whs159">
<p>0.144</td></tr>

<tr valign="top" class="whs4">
<td width="50%" class="whs158">
<p>AASHTO Type IV Beam: </td>
<td width="50%" class="whs159">
<p>0.203</td></tr>

<tr valign="top" class="whs4">
<td width="50%" class="whs158">
<p>AASHTO Type V Beam: </td>
<td width="50%" class="whs159">
<p>0.261</td></tr>

<tr valign="top" class="whs4">
<td width="50%" class="whs158">
<p>AASHTO Type VI Beam: </td>
<td width="50%" class="whs159">
<p>0.279</td></tr>

<tr valign="top" class="whs4">
<td width="50%" class="whs158">
<p>72” Florida Bulb T Beam: </td>
<td width="50%" class="whs159">
<p>0.237</td></tr>

<tr valign="top" class="whs4">
<td width="50%" class="whs158">
<p>78” Florida Bulb T Beam: </td>
<td width="50%" class="whs159">
<p>0.284</td></tr>

<tr valign="top" class="whs4">
<td width="50%" class="whs158">
<p>48” Florida U Beam:</td>
<td width="50%" class="whs159">
<p>0.311</td></tr>

<tr valign="top" class="whs4">
<td width="50%" class="whs158">
<p>54” Florida U Beam:&#9;</td>
<td width="50%" class="whs159">
<p>0.328</td></tr>

<tr valign="top" class="whs4">
<td width="50%" class="whs158">
<p>63” Florida U Beam:</td>
<td width="50%" class="whs159">
<p>0.355</td></tr>

<tr valign="top" class="whs4">
<td width="50%" class="whs158">
<p>72” Florida U Beam:&#9;</td>
<td width="50%" class="whs159">
<p>0.381</td></tr>

<tr valign="top" class="whs4">
<td width="50%" class="whs158">
<p>14” Square Pile: </td>
<td width="50%" class="whs159">
<p>0.050</td></tr>

<tr valign="top" class="whs4">
<td width="50%" class="whs158">
<p>18” Square Pile: </td>
<td width="50%" class="whs159">
<p>0.083</td></tr>

<tr valign="top" class="whs4">
<td width="50%" class="whs158">
<p>24” Square Pile: </td>
<td width="50%" class="whs159">
<p>0.148</td></tr>

<tr valign="top" class="whs4">
<td width="50%" class="whs158">
<p>30” Square Pile (w/ 18” diameter void):</td>
<td width="50%" class="whs159">
<p>0.166</td></tr>

<tr valign="top" class="whs4">
<td width="50%" class="whs158">
<p>32” New Jersey Shape Traffic Railing: </td>
<td width="50%" class="whs159">
<p>0.075</td></tr>

<tr valign="top" class="whs4">
<td width="50%" class="whs158">
<p>32” F Shape Traffic Railing: </td>
<td width="50%" class="whs159">
<p>0.103</td></tr>

<tr valign="top" class="whs4">
<td width="50%" class="whs160">
<p>32” F Shape Median Traffic Railing:&#9;</td>
<td width="50%" class="whs159">
<p>0.120</td></tr>
</table>

<p>&nbsp;</p>

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