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COUNTY RD 425 over HORSE CR
Map
Coordinates:
+37.72255, -93.99643
37°43'21" N, 93°59'47" W
+37.72255, -93.99643
37°43'21" N, 93°59'47" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | COUNTY RD 425 over HORSE CR |
| Structure number: | 21669 |
| Old structure number: | 31800051 020 (from 1992 edition) |
| Location: | S 3 T 34 N R 28 W |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 65.9 ft. [20.1 m] |
| Total length: | 183.1 ft. [55.8 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 26.6 ft. [8.1 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1992 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| 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] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: December 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 100 [as of 2017] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| 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: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 99.9 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| December 2018 | Fair | Very Good | Very Good | Satisfactory | 100 | 99.9 |
| December 2016 | Fair | Very Good | Very Good | Satisfactory | 100 | 99.9 |
| December 2014 | Fair | Very Good | Very Good | Satisfactory | 100 | 99.9 |
| December 2012 | Fair | Very Good | Very Good | Satisfactory | 100 | 99.9 |
| December 2010 | Fair | Very Good | Very Good | Satisfactory | 100 | 99.9 |
| April 2009 | Good | Very Good | Very Good | Very Good | 100 | 99.9 |
| February 2007 | Good | Very Good | Very Good | Very Good | 100 | 99.9 |
| February 2005 | Good | Very Good | Very Good | Very Good | 100 | 99.9 |
| January 2003 | Good | Very Good | Very Good | Very Good | 100 | 99.9 |
| February 2001 | Good | Excellent | Excellent | Excellent | 100 | 99.9 |
| February 1999 | Good | Excellent | Excellent | Excellent | 100 | 99.9 |
| February 1997 | Good | Excellent | Excellent | Excellent | 100 | 99.9 |
| February 1995 | Good | Excellent | Excellent | Excellent | 100 | 99.9 |
| October 1993 | Good | Excellent | Excellent | Excellent | 100 | 99.9 |
| December 1992 | Good | Excellent | Excellent | Excellent | 100 | 97.9 |
© 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/1281707
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1281707