S MILL ST over TOWN CREEK
Map
Coordinates:
+32.30375, -90.1908332°18'14" N, 90°11'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | S MILL ST over TOWN CREEK |
Structure number: | SA2500000000105 |
Location: | SEC 3 T 5N R 1E |
Purpose: | Carries highway over waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 30.8 ft. [9.4 m] |
Total length: | 90.9 ft. [27.7 m] |
Roadway width between curbs: | 44.3 ft. [13.5 m] |
Deck width edge-to-edge: | 60.7 ft. [18.5 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1914 |
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: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2016
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 5,500 [as of 2013] |
Truck traffic: | 8% of total traffic |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
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] |
Operating rating: | 5.9 tons [5.4 metric tons] |
Inventory rating: | 4.5 tons [4.1 metric tons] |
Sufficiency rating: | 36.1 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $351,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
September 2016 | 36.1 | Poor | Poor | Poor | Poor | SD | 5500 |
September 2015 | 36.1 | Poor | Poor | Poor | Poor | SD | 5500 |
September 2014 | 36.1 | Poor | Poor | Poor | Poor | SD | 5500 |
September 2013 | 36.1 | Poor | Poor | Poor | Poor | SD | 5500 |
February 2013 | 36.1 | Poor | Poor | Poor | Poor | SD | 5500 |
February 2012 | 36.1 | Poor | Poor | Poor | Poor | SD | 5500 |
February 2011 | 36.1 | Poor | Poor | Poor | Poor | SD | 5500 |
February 2010 | 36.1 | Poor | Poor | Poor | Poor | SD | 5500 |
January 2009 | 36.1 | Poor | Poor | Critical | Poor | SD | 5500 |
November 2007 | 36.1 | Poor | Poor | Critical | Poor | SD | 5500 |
January 2007 | 36.1 | Poor | Poor | Critical | Poor | SD | 5500 |
December 2005 | 36.1 | Poor | Poor | Critical | Poor | SD | 5500 |
December 2004 | 36.1 | Poor | Poor | Critical | Poor | SD | 5500 |
February 2004 | 36.1 | Poor | Poor | Serious | Poor | SD | 5500 |
December 2001 | 36.1 | Poor | Poor | Poor | Fair | SD | 5500 |
December 2000 | 37.0 | Poor | Fair | Fair | Poor | SD | 9300 |
February 2000 | 37.0 | Poor | Fair | Fair | Poor | SD | 9300 |
February 1999 | 37.0 | Poor | Fair | Fair | Poor | SD | 9300 |
March 1998 | 38.1 | Poor | Satisfactory | Satisfactory | Poor | SD | 9300 |
April 1996 | 38.1 | Fair | Satisfactory | Satisfactory | Fair | SD | 9300 |