LOCAL over HALFWAY CREEK
Map
Coordinates:
+42.50744, -95.4271742°30'27" N, 95°25'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LOCAL over HALFWAY CREEK |
Structure number: | 000000000187361 |
Location: | 089392304 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 48.9 ft. [14.9 m] |
Total length: | 129.9 ft. [39.6 m] |
Roadway width between curbs: | 24.6 ft. [7.5 m] |
Deck width edge-to-edge: | 27.2 ft. [8.3 m] |
Skew angle: | 15° |
Owner: | County Highway Agency [02] |
Year built: | 1986 |
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 continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: February 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 70 [as of 2015] |
Deck condition: | Good [7 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: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 97.6 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Good | Good | Good | Good | 70 | 97.6 |
February 2015 | Good | Good | Good | Good | 70 | 97.6 |
February 2013 | Good | Good | Good | Good | 70 | 97.6 |
February 2011 | Good | Good | Good | Good | 70 | 97.6 |
February 2009 | Good | Good | Good | Good | 70 | 91.5 |
May 2007 | Good | Good | Good | Good | 70 | 92.8 |
June 2005 | Good | Good | Very Good | Good | 70 | 92.8 |
May 2003 | Good | Good | Very Good | Good | 70 | 92.8 |
May 2001 | Good | Good | Very Good | Good | 70 | 92.8 |
June 1999 | Good | Good | Very Good | Good | 120 | 88.5 |
April 1997 | Good | Good | Very Good | Good | 120 | 88.5 |
June 1995 | Good | Good | Very Good | Good | 120 | 88.0 |
June 1993 | Good | Good | Very Good | Good | 120 | 87.7 |
June 1991 | Good | Good | Very Good | Good | 120 | 87.7 |