Share:

ROCH.-MONACA BR over SR 65,RR,LOCAL,OHIO RIV.

Map

Coordinates:
+40.69400, -80.28149
40°41'38" N, 80°16'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ROCH.-MONACA BR over SR 65,RR,LOCAL,OHIO RIV.
Structure number:000000000003442
Old structure number:040018049000000 (from 1992 edition)
Location:ROCHESTER MONACA BRIDGE
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:779.9 ft. [237.7 m]
Total length:2116.2 ft. [645.0 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:39.4 ft. [12.0 m]
Vertical clearance above deck:14.8 ft. [4.5 m]
Vertical clearance below bridge:68.9 ft. [21.0 m]
Owner:State Highway Agency [01]
Year built:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:17,478 [as of 2017]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:62.2
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$2,127,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairSatisfactorySatisfactorySatisfactory1747862.2
July 2015FairSatisfactorySatisfactorySatisfactory1770577.2
July 2013FairSatisfactorySatisfactoryGood1084279.1
June 2011FairSatisfactoryGoodGood1118978.9
June 2009FairSatisfactoryGoodGood1131078.9
June 2007FairSatisfactoryGoodGood1330380.4
June 2005FairSatisfactoryGoodGood1296179.5
June 2003FairSatisfactoryGoodGood2281875.9
June 2001FairFairGoodGood2201874.0
November 1999FairFairVery GoodGood2201875.0
October 1997FairFairVery GoodGood2125677.2
October 1995FairFairVery GoodGood2037177.7
September 1993FairFairVery GoodGood1977377.8
July 1991FairFairVery GoodGood1950077.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,7962,68311300
Steel Protective Coatingsq. ft.32,25932,259000
Steel Stringerlinear ft.7,9387,9182000
Steel Protective Coatingsq. ft.32,25932,259000
Deck
Reinforced Concrete Decksq. ft.90,86690,866000
Superstructure
Steel Trusslinear ft.3,1762,8041162560
Steel Protective Coatingsq. ft.32,25932,259000
Steel Floor Beamlinear ft.1,6811,5928900
Steel Protective Coatingsq. ft.32,25932,259000
Substructure
Reinforced Concrete Pier Walllinear ft.195186900
Reinforced Concrete Abutmentlinear ft.139139000
Reinforced Concrete Pier Caplinear ft.245245000
Joints
Compression Jointlinear ft.3960317079
Other Jointlinear ft.112112000
Bearings
Fixed Bearingeach22000
Steel Protective Coatingsq. ft.10,75310,753000
Pot Bearingeach2929000
Bridge Rail
Other Material Bridge Raillinear ft.4,2504,248200