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LOCAL over OTTER CREEK
Map
Coordinates:
+42.60381, -91.90915
42°36'14" N, 91°54'33" W
+42.60381, -91.90915
42°36'14" N, 91°54'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | LOCAL over OTTER CREEK |
| Structure number: | 000000000083911 |
| Location: | 090091603 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 128.9 ft. [39.3 m] |
| Total length: | 128.9 ft. [39.3 m] |
| Roadway width between curbs: | 25.9 ft. [7.9 m] |
| Deck width edge-to-edge: | 29.5 ft. [9.0 m] |
| Vertical clearance above deck: | 15.1 ft. [4.6 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1997 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Wood or timber [7] |
| Main span design: | Arch - Thru [12] |
| Deck type: | Wood or Timber [8] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 180 [as of 2013] |
| Deck condition: | Good [7 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: | 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 protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 92.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| December 2017 | Fair | Good | Satisfactory | Good | 180 | 92.0 |
| December 2015 | Fair | Good | Satisfactory | Good | 180 | 92.0 |
| February 2014 | Good | Good | Good | Good | 180 | 92.0 |
| January 2012 | Good | Good | Good | Good | 180 | 91.0 |
| January 2010 | Good | Good | Good | Good | 180 | 90.9 |
| January 2008 | Good | Very Good | Good | Good | 180 | 91.0 |
| December 2005 | Good | Very Good | Very Good | Very Good | 180 | 91.0 |
| December 2003 | Good | Very Good | Very Good | Very Good | 490 | 89.5 |
| December 2001 | Good | Very Good | Very Good | Very Good | 490 | 89.5 |
| December 1999 | Good | Very Good | Very Good | Very Good | 490 | 89.5 |
| January 1998 | Good | Very Good | Very Good | Very Good | 490 | 89.5 |
| July 1997 | Good | Excellent | Excellent | Excellent | 210 | 94.0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1112238
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1112238