A. Pomeroy Mason Bridge

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

Sidespan Transverse Floorbeams • • • OTEC 2009 9’-0” Wide, Mild Reinforced Wt Balances Mainspan Segments Positive Bearing Reaction from: − − Solid Diaphragm Segment Secondary Ballast Pours Sidespan Section Pomeroy-Mason Pomeroy Mason Bridge Superstructure Mainspan Section Mainspan Floorbeams • • 1’-9” Wide Post-Tensioned (2-19 strand tendons)
Plan View : Ohio Sidespan OTEC 2009 Centerline OH Tower Pomeroy-Mason Pomeroy Mason Bridge Superstructure S I D E W A L K 244’-0” Linear Roadway Taper Rest Pier 7 Horizontal Curve
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: 17’-10” Sidespan Segments OTEC
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 and 34: OTEC 2009 Towerhead Pomeroy-Mason P
Page 35 and 36: OTEC 2009 Sidespans Contractor Cas
Page 39 and 40: Implications • • • • • OT
Page 43 and 44: Snag-Free Shape • • OTEC 2009 P

A. Pomeroy Mason Bridge

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