T509, Amadei Road over N.BR.BLACKLICK CREEK
Map
Coordinates:
+40.59130, -78.8463040°35'29" N, 78°50'47" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | T509, Amadei Road over N.BR.BLACKLICK CREEK |
Structure number: | 000000000008730 |
Old structure number: | 117203050940050 (from 1992 edition) |
Location: | 2.7 MI.SW.OF NICKTOWN |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 45.9 ft. [14.0 m] |
Total length: | 49.9 ft. [15.2 m] |
Roadway width between curbs: | 16.1 ft. [4.9 m] |
Deck width edge-to-edge: | 19.7 ft. [6.0 m] |
Owner: | Town or Township Highway Agency [03] |
Year built: | 1915 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Concrete [1] |
Main span design: | Other [00] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 109 [as of 2018] |
Deck condition: | Serious [3 out of 9] |
Superstructure condition: | Serious [3 out of 9] |
Substructure condition: | Serious [3 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: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 15.3 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $800,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2018 | Poor | Serious | Serious | Serious | 109 | 15.3 |
October 2016 | Poor | Serious | Serious | Serious | 109 | 15.3 |
October 2014 | Poor | Serious | Serious | Serious | 109 | 15.3 |
October 2012 | Poor | Serious | Serious | Poor | 109 | 15.3 |
October 2011 | Poor | Serious | Serious | Poor | 109 | 15.3 |
October 2009 | Poor | Poor | Poor | Poor | 109 | 18.1 |
October 2008 | Poor | Poor | Poor | Poor | 109 | 18.1 |
December 2007 | Poor | Poor | Poor | Poor | 109 | 18.1 |
January 2005 | Poor | Fair | Poor | Poor | 109 | 49.9 |
February 2003 | Poor | Fair | Poor | Poor | 109 | 49.9 |
February 2001 | Poor | - | Poor | Poor | 106 | 50.9 |
April 1999 | Poor | - | Fair | Poor | 105 | 58.4 |
June 1997 | Poor | - | Fair | Poor | 105 | 58.4 |
June 1995 | Poor | - | Fair | Poor | 105 | 58.4 |
May 1993 | Poor | - | Fair | Poor | 105 | 58.4 |
July 1991 | Poor | - | Fair | Poor | 105 | 58.4 |