A. Pomeroy Mason Bridge

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$Page 1 of 8 Traffic Survey Report 12/29/2006 file://X:\TC\Traffic ...$

OTEC 2009 Sidespans Pomeroy-Mason Pomeroy Mason Bridge Cast-In-Place on Falsework Contract Plans Based on Balanced Cantilever • • • • Form Traveler For Mainspan and Sidespan Cantilevering OH Sidespan Mostly Over Land Very Heavy Sidespan Segments Due to Ballast Requirement Variable Width on OH Sidespan
OTEC 2009 Sidespans Contractor Cast Sidespans on Falsework • • • • Reduced Travelers From 4 to 2 Eliminated Need for Temporary Stability Tower in Sidespans Deliver Concrete Over Completed Approaches and Sidespans Sidespans Became Staging Area Pomeroy-Mason Pomeroy Mason Bridge Cast-In-Place on Falsework
Page 1 and 2: OTEC 2009 David Jeakle URS Corporat
Page 3 and 4: Pomeroy Mason Bridge OTEC 2009 •
Page 5 and 6: OTEC 2009 WEST VIRGINIA Pomeroy-Mas
Page 7 and 8: 17’-10” Sidespan Segments OTEC
Page 9 and 10: Plan View : Ohio Sidespan OTEC 2009
Page 11 and 12: Waterline Footings Six 8’-0” D
Page 13 and 14: OTEC 2009 Pomeroy-Mason Pomeroy Mas
Page 31 and 32: Recommendations: • • • OTEC 2
Page 33: OTEC 2009 Towerhead Pomeroy-Mason P
Page 39 and 40: Implications • • • • • OT
Page 43 and 44: Snag-Free Shape • • OTEC 2009 P

A. Pomeroy Mason Bridge

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