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SR 2003,MERCER PK. over OVER CONNEAUT OUTLET

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+41.53807, -80.15759
41°32'17" N, 80°09'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 2003,MERCER PK. over OVER CONNEAUT OUTLET
Structure number:000000000013230
Old structure number:202003002000000 (from 1992 edition)
Location:UNION TOWNSHIP
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:80.1 ft. [24.4 m]
Total length:83.0 ft. [25.3 m]
Roadway width between curbs:16.4 ft. [5.0 m]
Deck width edge-to-edge:17.1 ft. [5.2 m]
Vertical clearance above deck:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:1888
Year reconstructed:1987
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Main span material:Aluminum, Wrought Iron or Cast Iron [9]
Main span design:Truss - Thru [10]
Deck type:Open Grating [3]

Latest Available Inspection: May 2009

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:148 [as of 2010]
Truck traffic:9% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:18.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2009PoorFairPoorSatisfactory14818.6
June 1999PoorFairPoorSatisfactory11219.2
June 1991PoorSatisfactoryPoorSatisfactory41648.9