STEVENSVILLE BAROD over HICKORY CREEK
Map
Coordinates:
+42.00463, -86.5184042°00'17" N, 86°31'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | STEVENSVILLE BAROD over HICKORY CREEK |
Structure number: | 000000000000987 |
Old structure number: | 11200063000B010 (from 1992 edition) |
Location: | 0.25 MI S OF STEVENSVILLE |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 47.9 ft. [14.6 m] |
Total length: | 49.9 ft. [15.2 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 33.5 ft. [10.2 m] |
Skew angle: | 15° |
Owner: | County Highway Agency [02] |
Year built: | 1958 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Main span material: | Prestressed concrete [5] |
Main span design: | Box beam or girders - Multiple [05] |
Deck type: | Other [9] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,301 [as of 2007] |
Truck traffic: | 5% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
Sufficiency rating: | 78.8 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $13,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Satisfactory | Satisfactory | Good | 2301 | 78.8 |
June 2016 | Fair | Satisfactory | Satisfactory | Good | 2301 | 79.5 |
June 2014 | Fair | Satisfactory | Good | Good | 2301 | 79.5 |
June 2012 | Fair | Satisfactory | Satisfactory | Good | 2301 | 79.5 |
June 2010 | Fair | Satisfactory | Satisfactory | Good | 2301 | 79.5 |
June 2008 | Fair | Satisfactory | Satisfactory | Good | 2301 | 79.6 |
June 2006 | Fair | Satisfactory | Satisfactory | Good | 2611 | 79.4 |
June 2004 | Fair | Satisfactory | Satisfactory | Good | 2611 | 79.3 |
May 2002 | Fair | Satisfactory | Fair | Satisfactory | 2572 | 65.8 |
October 2000 | Fair | Satisfactory | Fair | Satisfactory | 2572 | 65.8 |
June 1998 | Fair | Satisfactory | Fair | Satisfactory | 2572 | 69.8 |
June 1996 | Fair | Satisfactory | Fair | Good | 2320 | 66.1 |
October 1994 | Fair | Satisfactory | Fair | Good | 2320 | 64.9 |
July 1992 | Fair | Satisfactory | Fair | Good | 2320 | 64.9 |
October 1990 | Fair | Satisfactory | Fair | Satisfactory | 2320 | 67.8 |