SWOVELAND RD over MARTINDALE CREEK
Map
Coordinates:
+39.88837, -85.0962839°53'18" N, 85°05'47" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SWOVELAND RD over MARTINDALE CREEK |
Structure number: | 8900139 |
Location: | 00.70 E of JACKSONBURG Rd |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 64.0 ft. [19.5 m] |
Total length: | 186.7 ft. [56.9 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 28.5 ft. [8.7 m] |
Owner: | County Highway Agency [02] |
Year built: | 2006 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete continuous [6] |
Main spans design: | Box Beam or girders - Single or Spread [06] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 93 [as of 2016] |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 100.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Good | Very Good | Good | Good | 93 | 100.0 |
April 2016 | Good | Very Good | Very Good | Very Good | 93 | 100.0 |
April 2014 | Good | Very Good | Very Good | Very Good | 93 | 100.0 |
April 2012 | Good | Very Good | Very Good | Very Good | 85 | 100.0 |
April 2010 | Good | Very Good | Very Good | Very Good | 85 | 100.0 |
May 2008 | Good | Very Good | Very Good | Very Good | 82 | 100.0 |
May 2006 | Poor | - | - | - | 220 | 36.9 |
April 2004 | Poor | - | - | - | 220 | 36.9 |
March 2002 | Poor | - | - | - | 220 | 36.9 |
March 2000 | Poor | Fair | Poor | Poor | 200 | 15.8 |
March 1998 | Poor | Fair | Poor | Poor | 200 | 15.8 |
April 1996 | Poor | Satisfactory | Poor | Poor | 200 | 25.3 |
May 1994 | Poor | Satisfactory | Poor | Poor | 200 | 26.0 |
April 1992 | Poor | Satisfactory | Fair | Poor | 200 | 26.8 |
May 1990 | Poor | Satisfactory | Fair | Poor | 200 | 22.7 |