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Since projected ADTT exceeds ve percent of total traf c volume per day, it is proposed that approach slabs be provided Approach slabs will be provided on vertical curve The length of approach slabs will be calculated from geometry of curve Approach slabs will be supported on compacted ll material
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Spread footings are anticipated on compacted ll material pending the results of the subsurface investigation for placing footings on newly compacted ll approximately 15 feet above grade At this elevation, the water table will not be a problem It will not be feasible to place footings on rock due to very high depth Usually, differential settlement is not a concern for abutment wall spread footings
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1 The author recently designed a 42-foot span steel pony truss bridge located at the intersection of fast owing Guthrie Run and C and D Canal (Chesapeake Bay and Delaware River Canal) Abutments and wingwalls were supported on piles During oods the bridge receives a high level of ow from two directions at right angles Abutments were constructed behind existing stone walls, which increased span, but scour of piles was eliminated A timber deck with timber stringers and decking was provided for horse rides over the bridge
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Figure 77 Proposed site for equestrian bridge over Guthrie Run discharging in C and D Canal, DE
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Figure 78 Proposed equestrian pony truss bridge with timber deck and approaches
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2 Rock Creek, Maryland Trail and Trestle Bridge project in Rock Creek, Maryland The trail serves as a vital link in the county s bicycle and pedestrian trail system and at the center of the project is an historic railroad trestle that the team converted to a pedestrian bridge 3 Siebenthaler Avenue Bridge project in Dayton, Ohio, completed in 2004 The structure features four precast, post-tensioned arches,at an overall length of 263 feet and a deck area of 15,780 square feet The main arches frame into massive thrust blocks using post-tensioned bars The PTI awarded the bridge a merit award for superior post-tensioning projects for design and construction focusing on creativity, innovation, ingenuity, cost-effectiveness, functionality, constructability, and aesthetics 4 The LeJeune Flyover was designed and built to ease traf c around the Miami International Airport During initial construction of the three-span, twin steel box girder bridge, crews noticed cracks in two piers To complicate matters, the bridge is located over a canal, so the structure and the repair solution had to be resistant to corrosion from natural elements The project engineers formulated an innovative repair solution using post-tensioning for the pier caps and columns, and completed the work in just four weeks Post-tensioning was an economical solution to rehabilitate the structure with the least amount of disruption to the public 5 Lake Villa, Illinois Bridge: The Illinois Department of Transportation (IDOT) recently announced completion of a new bridge in Lake Villa, Lake County, Illinois, constructed with high-performance steel developed by engineering researchers at Northwestern University About 500 tons of the copper alloy steel, known as ASTM A710 Grade B high-performance structural steel, was used in constructing the 430-foot span that carries Illinois Route 83 over the Canadian National Railroad tracks Not only is this steel strong, tough, and easy to fabricate, but it withstands the elements better than typical steel, meaning it doesn t require painting This makes construction easier and signi cantly reduces long-term maintenance costs The only previous use was in the rehabilitation of the Poplar Street Bridge over the Mississippi River in the Metro East area The steel has a strength of 70,000 pounds per square inch (psi) compared with 50,000 psi in commonly used structural steel It is also easy to weld, and tests have shown it has high-impact toughness at low temperatures In addition, the high copper content gives the alloy much better resistance to atmospheric corrosion than other high-performance steels
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