RS 136 over YOCKEY CREEK
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+39.28839, -97.7605639°17'18" N, 97°45'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RS 136 over YOCKEY CREEK |
Structure number: | 000000000720150 |
Location: | 0.5N OF DELPHOS |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 20.0 ft. [6.1 m] |
Total length: | 24.0 ft. [7.3 m] |
Roadway width between curbs: | 26.9 ft. [8.2 m] |
Deck width edge-to-edge: | 28.9 ft. [8.8 m] |
Owner: | County Highway Agency [02] |
Year built: | 1920 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Main span material: | Masonry [8] |
Main span design: | Culvert [19] |
Deck type: | Other [9] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 400 [as of 2000] |
Truck traffic: | 10% of total traffic |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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] |
Culvert condition: | Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 73.0 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
January 2018 | Fair | 5 out of 10 | 400 | 73.0 |
February 2016 | Fair | 5 out of 10 | 400 | 73.0 |
December 2013 | Fair | 6 out of 10 | 400 | 84.0 |
December 2011 | Fair | 6 out of 10 | 400 | 84.0 |
December 2009 | Fair | 6 out of 10 | 400 | 84.0 |
February 2008 | Fair | 6 out of 10 | 400 | 84.0 |
March 2006 | Fair | 6 out of 10 | 400 | 84.0 |
December 2001 | Fair | 6 out of 10 | 400 | 84.0 |
December 1999 | Fair | 6 out of 10 | 550 | 84.2 |
December 1997 | Fair | 6 out of 10 | 550 | 84.2 |
November 1995 | Fair | 6 out of 10 | 550 | 84.4 |
August 1993 | Fair | 6 out of 10 | 550 | 84.4 |
July 1991 | Fair | 6 out of 10 | 550 | 84.4 |