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<!--Generated by Squarespace V5 Site Server v5.13.159 (http://www.squarespace.com) on Thu, 23 May 2013 00:06:03 GMT--><rss xmlns:content="http://purl.org/rss/1.0/modules/content/" xmlns:media="http://search.yahoo.com/mrss" version="2.0"><channel><title>Bridge Construction</title><generator>Squarespace V5 Site Server v5.13.159 (http://www.squarespace.com)</generator><item><title>Furbish Road - Maine Turnpike Authority.jpg</title><link>http://www.wymansimpsoninc.com/picture/furbish%20road%20-%20maine%20turnpike%20authority.jpg?pictureId=17021224</link><description>&lt;p class="InsideAddress"&gt;&lt;span style="font-size: 110%;"&gt;&lt;strong&gt;Owner:&lt;/strong&gt; Maine Turnpike Authority&lt;/span&gt;&lt;/p&gt; &lt;p class="InsideAddress"&gt;&lt;span style="font-size: 110%;"&gt;&lt;strong&gt;Contract Amount:&lt;/strong&gt; $1.74 million&lt;/span&gt;&lt;/p&gt; &lt;p class="InsideAddress"&gt;&lt;span style="font-size: 110%;"&gt;&lt;strong&gt;Completed:&lt;/strong&gt; Substantially Complete November 2012 &lt;br /&gt;&lt;/span&gt;&lt;/p&gt; &lt;p&gt;&lt;span style="font-size: 110%;"&gt;Wyman &amp;amp; Simpson replaced the bridge superstructure during the 2012 construction season. Work included a new concrete deck, steel girder replacement, concrete substructure modifications and repairs, approach paving and headwall modification at Maxwell Brook. &lt;br /&gt;&lt;/span&gt;&lt;/p&gt;</description><media:thumbnail url="http://www.wymansimpsoninc.com/picture/furbish%20road%20-%20maine%20turnpike%20authority.jpg?pictureId=17021224&amp;asThumbnail=true"/><media:content url="http://www.wymansimpsoninc.com/picture/furbish%20road%20-%20maine%20turnpike%20authority.jpg?pictureId=17021224&amp;asGalleryImage=true"/></item><item><title>"Bridge in a Backpack" - Auburn, Maine</title><link>http://www.wymansimpsoninc.com/picture/bridge-composite-auburn-300x250.jpg?pictureId=12118185</link><description>&lt;!-- /* Font Definitions */ @font-face {font-family:Cambria; panose-1:2 4 5 3 5 4 6 3 2 4; mso-font-charset:0; mso-generic-font-family:auto; mso-font-pitch:variable; mso-font-signature:3 0 0 0 1 0;} /* Style Definitions */ p.MsoNormal, li.MsoNormal, div.MsoNormal {mso-style-parent:""; margin:0in; margin-bottom:.0001pt; mso-pagination:widow-orphan; font-size:12.0pt; font-family:"Times New Roman"; mso-ascii-font-family:Cambria; mso-ascii-theme-font:minor-latin; mso-fareast-font-family:Cambria; mso-fareast-theme-font:minor-latin; mso-hansi-font-family:Cambria; mso-hansi-theme-font:minor-latin; mso-bidi-font-family:"Times New Roman"; mso-bidi-theme-font:minor-bidi;} p.InsideAddress, li.InsideAddress, div.InsideAddress {mso-style-name:"Inside Address"; margin:0in; margin-bottom:.0001pt; mso-pagination:widow-orphan; font-size:12.0pt; font-family:"Times New Roman"; mso-fareast-font-family:"Times New Roman"; mso-bidi-font-family:"Times New Roman";} @page Section1 {size:8.5in 11.0in; margin:1.0in 1.25in 1.0in 1.25in; mso-header-margin:.5in; mso-footer-margin:.5in; mso-paper-source:0;} div.Section1 {page:Section1;} --&gt; &lt;p&gt;&lt;span style="font-size: 110%;"&gt;&lt;strong&gt;Owner: &lt;/strong&gt;MaineDOT&lt;/span&gt;&lt;/p&gt; &lt;p&gt;&lt;span style="font-size: 110%;"&gt;&lt;strong&gt;Contract Amount: &lt;/strong&gt;$764,164&lt;/span&gt;&lt;/p&gt; &lt;p&gt;&lt;span style="font-size: 110%;"&gt;&lt;strong&gt;Completed:&lt;/strong&gt; 2010&lt;/span&gt;&lt;/p&gt; &lt;p&gt;&lt;span style="font-size: 110%;"&gt;In 2010, Wyman &amp;amp; Simpson had three different composite bridge projects underway. This "bridge in a backpack" project spanning the Royal River in Auburn was challenging because it required construction of a headwall in steeper conditions than previous bridges built from this same composite design. The project also included removal of the existing single-span bridge, sheet pile cofferdams, utility coordination, h-pile installation, concrete abutments, four precast concrete retaining walls and approach earthwork.&lt;/span&gt;&lt;/p&gt;</description><media:thumbnail url="http://www.wymansimpsoninc.com/picture/bridge-composite-auburn-300x250.jpg?pictureId=12118185&amp;asThumbnail=true"/><media:content url="http://www.wymansimpsoninc.com/picture/bridge-composite-auburn-300x250.jpg?pictureId=12118185&amp;asGalleryImage=true"/></item><item><title>Knickerbocker Bridge - Boothbay, Maine</title><link>http://www.wymansimpsoninc.com/picture/bridge-knickerbocker-beam.jpg?pictureId=12118186</link><description>&lt;!-- /* Style Definitions */ p.MsoNormal, li.MsoNormal, div.MsoNormal {mso-style-parent:""; margin:0in; margin-bottom:.0001pt; mso-pagination:widow-orphan; font-size:12.0pt; font-family:"Times New Roman"; mso-ascii-font-family:Cambria; mso-ascii-theme-font:minor-latin; mso-fareast-font-family:Cambria; mso-fareast-theme-font:minor-latin; mso-hansi-font-family:Cambria; mso-hansi-theme-font:minor-latin; mso-bidi-font-family:"Times New Roman"; mso-bidi-theme-font:minor-bidi;} p.MsoDate, li.MsoDate, div.MsoDate {mso-style-link:"Date Char"; mso-style-next:Normal; margin:0in; margin-bottom:.0001pt; mso-pagination:widow-orphan; font-size:12.0pt; font-family:"Times New Roman"; mso-fareast-font-family:"Times New Roman"; mso-bidi-font-family:"Times New Roman";} span.DateChar {mso-style-name:"Date Char"; mso-style-locked:yes; mso-style-link:Date; font-family:"Times New Roman"; mso-ascii-font-family:"Times New Roman"; mso-fareast-font-family:"Times New Roman"; mso-hansi-font-family:"Times New Roman"; mso-bidi-font-family:"Times New Roman";} p.InsideAddress, li.InsideAddress, div.InsideAddress {mso-style-name:"Inside Address"; margin:0in; margin-bottom:.0001pt; mso-pagination:widow-orphan; font-size:12.0pt; font-family:"Times New Roman"; mso-fareast-font-family:"Times New Roman"; mso-bidi-font-family:"Times New Roman";} @page Section1 {size:8.5in 11.0in; margin:1.0in 1.25in 1.0in 1.25in; mso-header-margin:.5in; mso-footer-margin:.5in; mso-paper-source:0;} div.Section1 {page:Section1;} --&gt; &lt;p class="InsideAddress"&gt;&lt;span style="font-size: 110%;"&gt;&lt;strong&gt;Owner:&lt;/strong&gt; MaineDOT&lt;/span&gt;&lt;/p&gt; &lt;p class="InsideAddress"&gt;&lt;span style="font-size: 110%;"&gt;&lt;strong&gt;Contract Amount:&lt;/strong&gt; $3.84 million&lt;/span&gt;&lt;/p&gt; &lt;p class="InsideAddress"&gt;&lt;span style="font-size: 110%;"&gt;&lt;strong&gt;Completed:&lt;/strong&gt; 2011&lt;/span&gt;&lt;/p&gt; &lt;p&gt;&lt;span style="font-size: 110%;"&gt;Wyman &amp;amp; Simpson constructed the world's first multi-span hybrid composite beam bridge over the Back River in Boothbay, Maine. Bridge piers were built on site and 62 HCB beams &amp;ndash; made of glass fiber, foam and steel &amp;ndash; were trucked in from a manufacturing facility in Brunswick, Maine &amp;ndash; and placed by W&amp;amp;S crews. Project included construction of pipe pile supported piers, rock anchor installation, composite beam erection, concrete bridge deck, bridge supported power, telephone, cable and town owned water main, two precast concrete retaining walls, 2,100 feet of roadway, boat ramp and parking lot construction. The project was completed under budget and ahead of schedule. It was dedicated in early 2011. The bridge &amp;ndash; and two other composite bridges built by Wyman &amp;amp; Simpson &amp;ndash; were featured in &lt;em&gt;Maine Trails &lt;/em&gt;magazine. &lt;a href="/storage/Maine-Trails-Composites10-10.pdf"&gt;Read more.&lt;/a&gt;&lt;br /&gt;&lt;/span&gt;&lt;/p&gt;</description><media:thumbnail url="http://www.wymansimpsoninc.com/picture/bridge-knickerbocker-beam.jpg?pictureId=12118186&amp;asThumbnail=true"/><media:content url="http://www.wymansimpsoninc.com/picture/bridge-knickerbocker-beam.jpg?pictureId=12118186&amp;asGalleryImage=true"/></item><item><title>Boom Birch Bridge - Old Town, Maine</title><link>http://www.wymansimpsoninc.com/picture/boom-birch300x250.jpg?pictureId=12482300</link><description>&lt;!-- /* Font Definitions */ @font-face {font-family:Cambria; panose-1:2 4 5 3 5 4 6 3 2 4; mso-font-charset:0; mso-generic-font-family:auto; mso-font-pitch:variable; mso-font-signature:3 0 0 0 1 0;} @font-face {font-family:"Lucida Grande"; panose-1:5 0 0 0 0 0 0 0 0 0; mso-font-charset:0; mso-generic-font-family:auto; mso-font-pitch:variable; mso-font-signature:3 0 0 0 1 0;} /* Style Definitions */ p.MsoNormal, li.MsoNormal, div.MsoNormal {mso-style-parent:""; margin:0in; margin-bottom:.0001pt; mso-pagination:widow-orphan; font-size:12.0pt; font-family:"Times New Roman"; mso-ascii-font-family:Cambria; mso-ascii-theme-font:minor-latin; mso-fareast-font-family:Cambria; mso-fareast-theme-font:minor-latin; mso-hansi-font-family:Cambria; mso-hansi-theme-font:minor-latin; mso-bidi-font-family:"Times New Roman"; mso-bidi-theme-font:minor-bidi;} p.MsoAcetate, li.MsoAcetate, div.MsoAcetate {mso-style-noshow:yes; mso-style-link:"Balloon Text Char"; margin:0in; margin-bottom:.0001pt; mso-pagination:widow-orphan; font-size:9.0pt; font-family:"Times New Roman"; mso-ascii-font-family:"Lucida Grande"; mso-fareast-font-family:Cambria; mso-fareast-theme-font:minor-latin; mso-hansi-font-family:"Lucida Grande"; mso-bidi-font-family:"Times New Roman"; mso-bidi-theme-font:minor-bidi;} span.BalloonTextChar {mso-style-name:"Balloon Text Char"; mso-style-noshow:yes; mso-style-locked:yes; mso-style-link:"Balloon Text"; mso-ansi-font-size:9.0pt; mso-bidi-font-size:9.0pt; font-family:"Lucida Grande"; mso-ascii-font-family:"Lucida Grande"; mso-hansi-font-family:"Lucida Grande";} p.InsideAddress, li.InsideAddress, div.InsideAddress {mso-style-name:"Inside Address"; margin:0in; margin-bottom:.0001pt; mso-pagination:widow-orphan; font-size:12.0pt; font-family:"Times New Roman"; mso-fareast-font-family:"Times New Roman"; mso-bidi-font-family:"Times New Roman";} @page Section1 {size:8.5in 11.0in; margin:1.0in 1.25in 1.0in 1.25in; mso-header-margin:.5in; mso-footer-margin:.5in; mso-paper-source:0;} div.Section1 {page:Section1;} --&gt; &lt;p class="InsideAddress"&gt;&lt;span style="font-size: 110%;"&gt;&lt;strong&gt;Owner:&lt;/strong&gt; MaineDOT&lt;/span&gt;&lt;/p&gt; &lt;p class="InsideAddress"&gt;&lt;span style="font-size: 110%;"&gt;&lt;strong&gt;Contract Amount:&lt;/strong&gt; $1.35 million&lt;/span&gt;&lt;/p&gt; &lt;p class="InsideAddress"&gt;&lt;span style="font-size: 110%;"&gt;&lt;strong&gt;Completed:&lt;/strong&gt; 2007&lt;/span&gt;&lt;/p&gt; &lt;p&gt;&lt;span style="font-size: 110%;"&gt;This project, undertaken in 2007, was a fast-track demonstration bridge replacement for MaineDOT under the Federal Highway Administration's &lt;em&gt;Highways for Life&lt;/em&gt; program. Because of the advanced deterioration of the existing bridge, the contract required the bridge to be completed in less than seven weeks. The bridge was constructed entirely of precast concrete components (shown here are crews placing one of the precast bridge abutments).&lt;/span&gt;&lt;/p&gt;</description><media:thumbnail url="http://www.wymansimpsoninc.com/picture/boom-birch300x250.jpg?pictureId=12482300&amp;asThumbnail=true"/><media:content url="http://www.wymansimpsoninc.com/picture/boom-birch300x250.jpg?pictureId=12482300&amp;asGalleryImage=true"/></item><item><title>Mayall Road Bridge - Gray/New Gloucester, Maine</title><link>http://www.wymansimpsoninc.com/picture/mayall-bridge300x250.jpg?pictureId=12822165</link><description>&lt;p class="InsideAddress"&gt;&lt;span style="font-size: 110%;"&gt;&lt;strong&gt;Owner:&lt;/strong&gt; Maine Turnpike Authority&lt;/span&gt;&lt;/p&gt; &lt;p class="InsideAddress"&gt;&lt;span style="font-size: 110%;"&gt;&lt;strong&gt;Contract Amount:&lt;/strong&gt; $2.58 million&lt;/span&gt;&lt;/p&gt; &lt;p class="InsideAddress"&gt;&lt;span style="font-size: 110%;"&gt;&lt;strong&gt;Completed:&lt;/strong&gt; 2009&amp;nbsp;&lt;/span&gt;&lt;/p&gt; &lt;p&gt;&lt;span style="font-size: 110%;"&gt;Wyman &amp;amp; Simpson replaced the existing two-span Maine Turnpike underpass with a new two-span concrete-and-steel bridge. This project included construction of concrete abutments and piers on site; roadway shoring; steel girder erection; concrete bridge deck; 40,000 cubic yards of roadway embankment construction, 2,100 feet of new roadway construction and extensive traffic control on I-95. The project also included construction of a single-span steel arch bridge including sheet pile cofferdams, roadway reconstruction and utility coordination.&lt;/span&gt;&lt;/p&gt;</description><media:thumbnail url="http://www.wymansimpsoninc.com/picture/mayall-bridge300x250.jpg?pictureId=12822165&amp;asThumbnail=true"/><media:content url="http://www.wymansimpsoninc.com/picture/mayall-bridge300x250.jpg?pictureId=12822165&amp;asGalleryImage=true"/></item><item><title>Whites Bridge - Standish &amp; Windham, Maine</title><link>http://www.wymansimpsoninc.com/picture/whites-bridge-300x250.jpg?pictureId=12822308</link><description>&lt;p&gt;&lt;span style="font-size: 110%;"&gt;&lt;strong&gt;Owner: &lt;/strong&gt;MaineDOT&lt;/span&gt;&lt;/p&gt; &lt;p&gt;&lt;span style="font-size: 110%;"&gt;&lt;strong&gt;Contract Amount:&lt;/strong&gt; $1.47 million&lt;/span&gt;&lt;/p&gt; &lt;p&gt;&lt;span style="font-size: 110%;"&gt;&lt;strong&gt;Completed: &lt;/strong&gt;2010&lt;/span&gt;&lt;/p&gt; &lt;p&gt;&lt;span style="font-size: 110%;"&gt;To construct this replacement bridge, Wyman &amp;amp; Simpson crews removed an existing three-span bridge and replaced it with new three-span bridge. The project included pipe pile supported piers, concrete abutments, h-pile installation, structural steel erection, concrete bridge deck, four precast concrete retaining walls and all of the approach earthwork.&lt;/span&gt;&lt;/p&gt; &lt;p&gt;&lt;span style="font-size: 110%;"&gt;&amp;nbsp;&lt;/span&gt;&lt;/p&gt;</description><media:thumbnail url="http://www.wymansimpsoninc.com/picture/whites-bridge-300x250.jpg?pictureId=12822308&amp;asThumbnail=true"/><media:content url="http://www.wymansimpsoninc.com/picture/whites-bridge-300x250.jpg?pictureId=12822308&amp;asGalleryImage=true"/></item></channel></rss>