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CR 437 over SALT FORK BRAZOS RIVER
Map
Coordinates:
+33.17082, -100.43396
33°10'15" N, 100°26'02" W
+33.17082, -100.43396
33°10'15" N, 100°26'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | CR 437 over SALT FORK BRAZOS RIVER |
| Structure number: | 082170AA0207001 |
| Location: | 3.0 MI W OF FM 2211 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 85.0 ft. [25.9 m] |
| Total length: | 255.9 ft. [78.0 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 25.6 ft. [7.8 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1998 |
| 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 [5] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: February 2016
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 50 [as of 2014] |
| Deck condition: | Very Good [8 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: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| 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: | 98.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| February 2016 | Good | Very Good | Very Good | Good | 50 | 98.0 |
| February 2014 | Good | Very Good | Very Good | Good | 50 | 98.0 |
| February 2012 | Good | Very Good | Very Good | Good | 50 | 97.0 |
| February 2010 | Good | Very Good | Very Good | Good | 50 | 97.0 |
| February 2008 | Good | Very Good | Very Good | Good | 50 | 98.0 |
| January 2006 | Good | Very Good | Very Good | Good | 50 | 98.0 |
| February 2004 | Good | Very Good | Very Good | Very Good | 50 | 99.0 |
| April 2002 | Good | Very Good | Very Good | Very Good | 50 | 99.0 |
| May 2000 | Good | Very Good | Very Good | Very Good | 50 | 96.9 |
| April 1998 | Good | Excellent | Excellent | Excellent | 50 | 96.9 |
| November 1997 | Poor | - | Critical | Fair | 50 | 18.0 |
| October 1995 | Poor | Serious | Critical | Fair | 50 | 18.0 |
| December 1994 | Poor | Serious | Critical | Fair | 50 | 18.0 |
| March 1990 | Poor | Serious | Critical | Fair | 50 | 18.0 |
© 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/1529077
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1529077