ST. THOMAS ROAD over BAKERS CR
Map
Coordinates:
+32.33475, -90.4483132°20'05" N, 90°26'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ST. THOMAS ROAD over BAKERS CR |
Structure number: | SA2500000000291 |
Location: | SEC 30 T 6N R 2W B |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 44.0 ft. [13.4 m] |
Total length: | 115.2 ft. [35.1 m] |
Roadway width between curbs: | 22.0 ft. [6.7 m] |
Deck width edge-to-edge: | 23.3 ft. [7.1 m] |
Skew angle: | 20° |
Owner: | County Highway Agency [02] |
Year built: | 1994 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Number of main spans: | 4 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: February 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 150 [as of 2015] |
Truck traffic: | 8% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 42.1 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $358,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 150 | 42.1 |
February 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 150 | 42.1 |
February 2013 | Fair | Satisfactory | Good | Good | 150 | 42.1 |
February 2011 | Good | Good | Good | Good | 150 | 42.1 |
February 2010 | Good | Good | Good | Good | 150 | 42.1 |
November 2007 | Good | Good | Good | Good | 150 | 42.1 |
November 2005 | Good | Good | Good | Good | 150 | 42.1 |
December 2004 | Good | Good | Good | Good | 150 | 42.1 |
February 2004 | Good | Very Good | Very Good | Good | 150 | 39.4 |
January 2002 | Good | Very Good | Very Good | Good | 150 | 40.4 |
February 2000 | Good | Very Good | Very Good | Good | 140 | 41.4 |
March 1998 | Good | Very Good | Very Good | Very Good | 140 | 39.4 |
April 1996 | Good | Very Good | Very Good | Very Good | 140 | 39.4 |