OWENS RD over ENITACHOPCO CREEK
Map
Coordinates:
+33.20000, -85.8500033°12'00" N, 85°50'60" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | OWENS RD over ENITACHOPCO CREEK |
Structure number: | 009356 |
Old structure number: | 0000003114034Z0 (from 1992 edition) |
Location: | 1.5 M SE HARKINS XROADS |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 12.1 ft. [3.7 m] |
Total length: | 39.0 ft. [11.9 m] |
Roadway width between curbs: | 49.9 ft. [15.2 m] |
Deck width edge-to-edge: | 49.9 ft. [15.2 m] |
Owner: | County Highway Agency [02] |
Year built: | 1967 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: February 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 260 [as of 2016] |
Truck traffic: | 4% of total traffic |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Superior to present desirable criteria [9] |
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 the assessed or calculated scour condition. [8] |
Operating rating: | 82.5 tons [75.0 metric tons] |
Inventory rating: | 49.5 tons [45.0 metric tons] |
Sufficiency rating: | 88.8 |
Estimated cost of work: | $592,000 |
Previous Inspections
Date | Suff. Rating | Condition | Culvert Condition | SD/FO | ADT |
---|
February 2017 | 88.8 | Fair | 5 out of 10 | - | 260 |
February 2015 | 88.8 | Fair | 5 out of 10 | - | 260 |
February 2013 | 88.8 | Fair | 5 out of 10 | - | 260 |
February 2011 | 88.8 | Fair | 5 out of 10 | - | 260 |
February 2009 | 88.8 | Fair | 5 out of 10 | - | 260 |
January 2007 | 79.1 | Fair | 5 out of 10 | - | 60 |
March 2005 | 79.1 | Fair | 5 out of 10 | - | 60 |
March 2003 | 79.1 | Fair | 5 out of 10 | - | 60 |
January 2001 | 79.1 | Fair | 5 out of 10 | - | 60 |
February 1999 | 90.1 | Good | 7 out of 10 | - | 60 |
February 1997 | 86.8 | Good | 7 out of 10 | - | 60 |
January 1995 | 87.8 | Good | 7 out of 10 | - | 60 |
February 1993 | 87.8 | Good | 7 out of 10 | - | 60 |
December 1990 | 95.0 | Good | 7 out of 10 | - | 60 |