Local Bridge Program Selection Bridge Section October 29

Local Bridge Program Selection Bridge Section October 29, 2015

Presenters Bruce Johnson State Bridge Engineer Bert Hartman Bridge Program Managing Engineer Holly Winston Senior Local Bridge Standards Engineer Corey Withroe Bridge Program Coordinator

Selection Committee Members State Bridge Engineer, Bruce Johnson Chair Three ODOT Three County Three City State Engineer Marion Portland Senior Local Bridge Standards Engineer Umatilla Salem Mobility Manager Jackson Klamath Falls • Bruce Johnson • Holly Winston • Chris Cummings • Cindy Schmitt • Tom Fellows • Mike Kuntz • David O'Longaigh • Rick Barnes • Mark Willret

2018 -2021 Applicants • Large Bridges (>30 ft 2 2018 -2021 Local Bridge Program Applications of deck) – 16 Eligible – 4 Applied – 4 Presented today • On – System Bridges 800 750 700 600 500 400 300 200 100 – 319 Eligible (89 of those for replacement) 0 – 50 Applied (38 of those for replacement) – 33 Presented today (20 of those for replacement) 95 Eligible Applied • Off – System Bridges – 417 Eligible (140 for replacement) – 41 Applied (36 for replacement) – 27 Presented today (22 for replacement) On System: Rural Arterial or Major Collector, Urban Arterial or Collector Off System: Rural Collector or Local, Urban Local 64 Presented

Local Bridge Program Funding Allocation –Uninflated totals with Local Match Big Bridge Uninflated, inc. match $21. 5 million On-System Uninflated, inc. Match $27. 3 million Off-System, Uninflated inc. Match $23. 0 million

On and off System Bridge Replacement Technical Ranking System (TRS) calculation Points = (SRF+TBF+LDF+UBF) BNM X FCM 2 Max. Points = (50+5+25+25) x 0. 5 x 1. 414 = 105 • SRF = (50 – Sufficiency Rating) [Max. 50 points, Min. 0] • TBF = 50 years old, TBF = 5; 30 years old, then TBF = 0 • LDF = Load Deficiency - less than 5 tons, LDF = 25; 40 tons or more, then LDF = 0 • UBF = Points Based on Use Benefit [Maximum 25 points] • BNM = Bonus Needs Multiplier [Maximum 1. 414] • FCM = Functional Class Multiplier [Maximum 1. 414]

Large (> 30 K 2 ft deck area) Bridges Bridge Section October 29, 2015

Bridge #06648 (Eugene) [Large bridge, rehab] • > 50% concrete girders in CS 3 • 1/3 of gusset plates, truss in CS 3 • Rusting steel • Clogged joints, drains • Rehab estimate: $1. 8 M • Clean, spot paint • Replace polyester concrete overlay TRS: 43. 3 SR: 30. 8

Bridge #05789 A (Marion County) [Large bridge, rehab] • Scour-related concerns • Efflo & rust staining in deck • 2 columns in CS 3 • 16% of bearings in CS 3 • Urgent need to repair rail & sidewalk TRS: 29. 4 SR: 42. 5 • Rehab estimate: $1. 2 M • Scour protection, approach rail, patch concrete spalling

Bridge #40056 (Eugene) [Large bridge, rehab] TRS: 25. 3 SR: 38. 5 • 75% of deck in CS 3 (soffit cracking and WS) • • 10% of girders in CS 3 (cracking) Rehab estimate: $3. 3 M • Deck seal, crack & spall repairs • Cracking in pier cap

Morrison Bridge (02758) (Multnomah County) [Large bridge, rehab] TRS: 0. 0 SR: 53. 4 • Posted for 10 tons, due to FRP Deck (project to address in place) • Much of steel paint in CS 4 • Rehab estimate: $22. 7 M • Remove lead-based paint, repaint, install access catwalk