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F-23 MINOR over SALINE RIVER
Map
Coordinates:
+38.98718, -97.83536
38°59'14" N, 97°50'07" W
+38.98718, -97.83536
38°59'14" N, 97°50'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | F-23 MINOR over SALINE RIVER |
| Structure number: | 000720767004400 |
| Location: | 1.5S 1.5E OF TESCOTT |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 80.1 ft. [24.4 m] |
| Total length: | 217.9 ft. [66.4 m] |
| Roadway width between curbs: | 27.9 ft. [8.5 m] |
| Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1994 |
| Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 3 |
| Main spans material: | Prestressed concrete continuous [6] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: January 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 50 [as of 2001] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 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: | 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 assessed or calculated scour condition. [5] |
| Sufficiency rating: | 100.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| January 2018 | Good | Good | Very Good | Good | 50 | 100.0 |
| February 2016 | Good | Good | Very Good | Good | 50 | 100.0 |
| December 2013 | Good | Good | Very Good | Very Good | 50 | 100.0 |
| November 2011 | Good | Good | Very Good | Very Good | 50 | 100.0 |
| December 2009 | Good | Very Good | Very Good | Very Good | 50 | 100.0 |
| February 2008 | Good | Very Good | Very Good | Very Good | 50 | 100.0 |
| March 2006 | Good | Very Good | Very Good | Very Good | 50 | 100.0 |
| December 2001 | Good | Very Good | Very Good | Very Good | 50 | 100.0 |
| December 1999 | Good | Very Good | Very Good | Very Good | 50 | 100.0 |
| December 1997 | Good | Very Good | Very Good | Very Good | 50 | 100.0 |
| November 1995 | Good | Very Good | Very Good | Very Good | 50 | 100.0 |
| August 1993 | - | - | - | - | 50 | 24.4 |
| September 1991 | Fair | Fair | Satisfactory | Satisfactory | 50 | 35.5 |
© 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/1195955
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1195955