ROCH.-MONACA BR over SR 65,RR,LOCAL,OHIO RIV.
Map
Coordinates:
+40.69400, -80.2814940°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
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 17478 | 62.2 |
July 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 17705 | 77.2 |
July 2013 | Fair | Satisfactory | Satisfactory | Good | 10842 | 79.1 |
June 2011 | Fair | Satisfactory | Good | Good | 11189 | 78.9 |
June 2009 | Fair | Satisfactory | Good | Good | 11310 | 78.9 |
June 2007 | Fair | Satisfactory | Good | Good | 13303 | 80.4 |
June 2005 | Fair | Satisfactory | Good | Good | 12961 | 79.5 |
June 2003 | Fair | Satisfactory | Good | Good | 22818 | 75.9 |
June 2001 | Fair | Fair | Good | Good | 22018 | 74.0 |
November 1999 | Fair | Fair | Very Good | Good | 22018 | 75.0 |
October 1997 | Fair | Fair | Very Good | Good | 21256 | 77.2 |
October 1995 | Fair | Fair | Very Good | Good | 20371 | 77.7 |
September 1993 | Fair | Fair | Very Good | Good | 19773 | 77.8 |
July 1991 | Fair | Fair | Very Good | Good | 19500 | 77.9 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 2,796 | 2,683 | 113 | 0 | 0 |
Steel Protective Coating | sq. ft. | 32,259 | 32,259 | 0 | 0 | 0 |
Steel Stringer | linear ft. | 7,938 | 7,918 | 20 | 0 | 0 |
Steel Protective Coating | sq. ft. | 32,259 | 32,259 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 90,866 | 90,866 | 0 | 0 | 0 |
Superstructure |
Steel Truss | linear ft. | 3,176 | 2,804 | 116 | 256 | 0 |
Steel Protective Coating | sq. ft. | 32,259 | 32,259 | 0 | 0 | 0 |
Steel Floor Beam | linear ft. | 1,681 | 1,592 | 89 | 0 | 0 |
Steel Protective Coating | sq. ft. | 32,259 | 32,259 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 195 | 186 | 9 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 139 | 139 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 245 | 245 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 396 | 0 | 317 | 0 | 79 |
Other Joint | linear ft. | 112 | 112 | 0 | 0 | 0 |
Bearings |
Fixed Bearing | each | 2 | 2 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10,753 | 10,753 | 0 | 0 | 0 |
Pot Bearing | each | 29 | 29 | 0 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 4,250 | 4,248 | 2 | 0 | 0 |