{"id":2072280,"date":"2023-05-30T11:00:00","date_gmt":"2023-05-30T16:00:00","guid":{"rendered":"https:\/\/csengineermag.com\/?p=2072280"},"modified":"2023-05-27T09:42:24","modified_gmt":"2023-05-27T14:42:24","slug":"creative-composites-groups-frp-composite-panels-solve-weight-problem-for-historic-northampton-street-bridge-rehab-project","status":"publish","type":"post","link":"https:\/\/csengineermag.com\/creative-composites-groups-frp-composite-panels-solve-weight-problem-for-historic-northampton-street-bridge-rehab-project\/","title":{"rendered":"Creative Composites Group\u2019s FRP Composite Panels Solve Weight Problem For Historic Northampton Street Bridge Rehab Project<\/strong>"},"content":{"rendered":"\n
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This spring, the Delaware River Joint Toll Bridge Commission will complete a two-year rehabilitation project for Northampton Street Bridge. Located between Easton, Pennsylvania and Phillipsburg, New Jersey, the historic cantilever truss bridge is the only three-lane vehicular structure in the commission\u2019s system and the most heavily travelled. A 2018 inspection revealed the need for overhaul with goals to extend the life of the 125-year-old \u201cfree bridge\u201d and reduce maintenance. Creative Composites Group\u2019s (CCG) Fiber Reinforced Polymer (FRP) composite molded panels were selected to replace the bridge\u2019s aging sidewalks with wider yet lighter-weight shared use paths.<\/p>\n\n\n\n

\u201cThe infrastructure industry has adopted FRP as the go-to material for rehabilitation and repair of historic bridges due to their inherent weight restrictions,\u201d says Scott Reeve, business development for CCG. \u201cConcrete combined with current traffic loads is too heavy for a rare bridge design like Northampton. FRP panels<\/a> are 80 percent lighter than reinforced concrete panels. The design flexibility of FRP allows us to produce a corrosion-resistant, prefabricated cantilever sidewalk<\/a> that maintains the historic integrity and function of the bridge while extending its life and eliminating maintenance.\u201d<\/p>\n\n\n\n

CCG designed the new 10.5-ft.-wide sidewalks to cantilever off the truss structure. Panel dimensions were based on supports with a stringer span of 42 in. The 25-ft.-long panels, at sloped thicknesses of 2.875 in. to 4.125 in., were built to AASHTO H-5 standards for a uniform pedestrian live load of 90 psf and a 10,000 lb. service vehicle load. Pedestrian mid-span deflection was limited to L\/500 and vehicle mid-span deflection was limited to L\/300. Other parameters included wind uplift loading of 30 psf and an operating temperature range between -40 degrees Fahrenheit and 160 degrees Fahrenheit.<\/p>\n\n\n\n

Materials for the FRP panels were sourced in the U.S. Produced at an ISO 9001:2015 compliant facility in Dayton, Ohio, the FRP molded panels were prefabricated to include cover plates at truss cutouts, expansion plates at span ends, molded openings for hatches and lamp post pedestals.<\/p>\n\n\n\n

\u201cWe\u2019re not taking pieces of fiberglass or plastic lumber and building a sidewalk on a work site,\u201d says Reeve. \u201cWe made the decision more than a decade ago to deliver highly engineered, prefabricated products. We do this by spending more time upfront on design coordination with the contractor. The contractor surveys these older bridges and we use that data to provide a product that is dimensionally precise. Prefabrication drives faster installation which reduces the amount of time a bridge has to be closed to traffic. This approach also increases safety for commuters and construction workers. It takes more time during the design phase, but pays off during the construction phase with lower costs and a higher safety factor.\u201d<\/p>\n","protected":false},"excerpt":{"rendered":"

This spring, the Delaware River Joint Toll Bridge Commission will complete a two-year rehabilitation project for Northampton Street Bridge. Located between Easton, Pennsylvania and Phillipsburg, New Jersey, the historic cantilever truss bridge is the only three-lane vehicular structure in the commission\u2019s system and the most heavily travelled. A 2018 inspection revealed the need for overhaul […]<\/p>\n","protected":false},"author":4972,"featured_media":2072285,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"_seopress_robots_primary_cat":"none","footnotes":""},"categories":[1856,5763,1853],"tags":[15995,47906,41875,44247,11790],"acf":[],"views":18,"jetpack_sharing_enabled":true,"jetpack_featured_media_url":"https:\/\/csengineermag.com\/wp-content\/uploads\/2023\/05\/New-FRP-Northampton-Sidewalk.jpg","_links":{"self":[{"href":"https:\/\/csengineermag.com\/wp-json\/wp\/v2\/posts\/2072280"}],"collection":[{"href":"https:\/\/csengineermag.com\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/csengineermag.com\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/csengineermag.com\/wp-json\/wp\/v2\/users\/4972"}],"replies":[{"embeddable":true,"href":"https:\/\/csengineermag.com\/wp-json\/wp\/v2\/comments?post=2072280"}],"version-history":[{"count":0,"href":"https:\/\/csengineermag.com\/wp-json\/wp\/v2\/posts\/2072280\/revisions"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/csengineermag.com\/wp-json\/wp\/v2\/media\/2072285"}],"wp:attachment":[{"href":"https:\/\/csengineermag.com\/wp-json\/wp\/v2\/media?parent=2072280"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/csengineermag.com\/wp-json\/wp\/v2\/categories?post=2072280"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/csengineermag.com\/wp-json\/wp\/v2\/tags?post=2072280"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}