CEMETERY ROAD over BCH OF BAKERS CREEK
Map
Coordinates:
+32.33647, -90.5725632°20'11" N, 90°34'21" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CEMETERY ROAD over BCH OF BAKERS CREEK |
Structure number: | SA2500000000312 |
Location: | SEC 26 T 6N R 4W B |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 19.0 ft. [5.8 m] |
Total length: | 57.1 ft. [17.4 m] |
Roadway width between curbs: | 26.6 ft. [8.1 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Skew angle: | 30° |
Owner: | County Highway Agency [02] |
Year built: | 1985 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Channel beam [22] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: February 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 100 [as of 2015] |
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: | Equal to present desirable criteria [8] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 98.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $175,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2017 | Fair | Very Good | Very Good | Satisfactory | 100 | 98.0 |
February 2016 | Fair | Very Good | Very Good | Satisfactory | 100 | 98.0 |
February 2015 | Fair | Very Good | Very Good | Satisfactory | 100 | 98.0 |
February 2014 | Fair | Very Good | Very Good | Satisfactory | 100 | 98.0 |
February 2012 | Fair | Very Good | Very Good | Satisfactory | 100 | 77.5 |
February 2010 | Good | Very Good | Very Good | Good | 100 | 77.5 |
November 2007 | Good | Very Good | Very Good | Good | 240 | 76.4 |
December 2005 | Fair | Good | Good | Satisfactory | 240 | 76.4 |
February 2004 | Fair | Good | Good | Satisfactory | 240 | 76.4 |
February 2002 | Fair | Good | Good | Satisfactory | 240 | 76.4 |
February 2000 | Good | Good | Good | Good | 200 | 76.5 |
March 1998 | Good | Good | Good | Good | 200 | 76.5 |
April 1996 | Good | Good | Good | Good | 200 | 76.5 |