CR 4191 over SABINE RIVER BRANCH
Map
Coordinates:
+30.27462, -93.7589330°16'29" N, 93°45'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 4191 over SABINE RIVER BRANCH |
Structure number: | 201760AA0507007 |
Location: | 2.00 MI SW OF SPUR 272 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 32.2 ft. [9.8 m] |
Roadway width between curbs: | 22.6 ft. [6.9 m] |
Deck width edge-to-edge: | 24.6 ft. [7.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1950 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Main span material: | Concrete [1] |
Main span 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: May 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 400 [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: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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: | 75.5 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $18,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Good | Good | Good | Good | 400 | 75.5 |
May 2015 | Good | Good | Good | Good | 400 | 75.3 |
June 2013 | Good | Good | Good | Good | 400 | 75.3 |
June 2011 | Good | Good | Good | Good | 400 | 75.3 |
June 2009 | Good | Good | Good | Good | 400 | 75.5 |
June 2007 | Good | Good | Good | Good | 400 | 75.5 |
July 2005 | Good | Good | Good | Good | 960 | 72.1 |
November 2003 | Good | Good | Good | Very Good | 400 | 75.3 |
September 2001 | Good | Good | Good | Very Good | 400 | 69.7 |
July 1999 | Good | Good | Good | Very Good | 400 | 69.7 |
June 1997 | Good | Good | Good | Very Good | 380 | 69.7 |
July 1995 | Good | Very Good | Good | Very Good | 380 | 65.8 |
March 1992 | Good | Good | Good | Very Good | 380 | 64.0 |
March 1990 | Good | Very Good | Very Good | Very Good | 380 | 66.0 |