SH 301 SEC.01-5.43 over STARK CREEK
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SH 301 SEC.01-5.43 over STARK CREEK |
Structure number: | 0000000000M3277 |
Location: | 4.8 MI SE OF MURFRESBORO |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 22.3 ft. [6.8 m] |
Total length: | 24.3 ft. [7.4 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 29.2 ft. [8.9 m] |
Owner: | State Highway Agency [01] |
Year built: | 1970 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 320 [as of 2014] |
Truck traffic: | 1% of total traffic |
Deck condition: | Satisfactory [6 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: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 86.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Satisfactory | Good | Good | 320 | 86.7 |
November 2016 | Fair | Satisfactory | Good | Good | 570 | 85.4 |
November 2014 | Fair | Satisfactory | Good | Good | 570 | 95.3 |
November 2012 | Fair | Satisfactory | Good | Good | 430 | 95.5 |
January 2011 | Fair | Satisfactory | Good | Good | 430 | 95.5 |
February 2009 | Fair | Satisfactory | Good | Good | 430 | 95.5 |
January 2007 | Fair | Satisfactory | Good | Good | 270 | 96.7 |
March 2005 | Fair | Satisfactory | Good | Good | 290 | 96.7 |
March 2003 | Fair | Satisfactory | Good | Good | 280 | 96.7 |
March 2001 | Fair | Satisfactory | Good | Good | 370 | 96.5 |
October 1998 | Fair | Satisfactory | Good | Good | 370 | 96.9 |
October 1996 | Fair | Satisfactory | Good | Good | 140 | 96.9 |
June 1994 | Fair | Satisfactory | Good | Good | 140 | 96.9 |
May 1992 | Fair | Satisfactory | Good | Good | 140 | 96.9 |
March 1990 | Fair | Satisfactory | Good | Good | 424 | 95.8 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 360 | 342 | 18 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 704 | 704 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 107 | 107 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 48 | 48 | 0 | 0 | 0 |