T-606 JERICHO RD over RICHARDS RUN
Map
Coordinates:
+40.40620, -79.1254040°24'22" N, 79°07'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | T-606 JERICHO RD over RICHARDS RUN |
Structure number: | 000000000019512 |
Old structure number: | 327222060500540 (from 1992 edition) |
Location: | TWP#54 BTW SR2008 & SR259 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 17.1 ft. [5.2 m] |
Total length: | 37.1 ft. [11.3 m] |
Roadway width between curbs: | 17.1 ft. [5.2 m] |
Deck width edge-to-edge: | 20.3 ft. [6.2 m] |
Skew angle: | 25° |
Owner: | Town or Township Highway Agency [03] |
Year built: | 1910 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Number of main spans: | 2 |
Main spans material: | Masonry [8] |
Main spans design: | Arch - Deck [11] |
Deck type: | Not applicable [N] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 150 [as of 2015] |
Truck traffic: | 10% of total traffic |
Superstructure condition: | Good [7 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] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 78.0 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $91,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Fair | - | Good | Satisfactory | 150 | 78.0 |
March 2015 | Good | - | Good | Good | 150 | 78.0 |
December 2013 | Good | Good | Good | Good | 150 | 78.0 |
December 2011 | Good | Good | Good | Good | 150 | 78.0 |
July 2011 | Good | Good | Good | Good | 150 | 78.0 |
June 2010 | Good | Good | Good | Good | 150 | 40.3 |
June 2008 | Fair | Satisfactory | Good | Good | 150 | 40.3 |
June 2006 | Good | - | Good | Good | 150 | 78.0 |
June 2004 | Good | - | Good | Good | 150 | 78.0 |
June 2002 | Good | - | Good | Very Good | 150 | 78.0 |
August 2000 | Good | - | Good | Very Good | 150 | 77.9 |
October 1998 | Good | - | Good | Very Good | 150 | 77.9 |
October 1996 | Good | Good | - | Very Good | 150 | 38.0 |
October 1994 | Good | Good | - | Very Good | 150 | 38.0 |
October 1992 | Fair | Good | - | Satisfactory | 150 | 38.0 |
October 1990 | Fair | Good | - | Satisfactory | 150 | 38.0 |