Share: 
U. S. 031 over L * N RAILROAD
Map
Coordinates:
+32.32959, -86.34805
32°19'47" N, 86°20'53" W
+32.32959, -86.34805
32°19'47" N, 86°20'53" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | U. S. 031 over L * N RAILROAD |
| Structure number: | 019544 |
| Location: | 1200 FT W OF S. BY-PASS |
| Purpose: | Carries highway over railroad |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 84.0 ft. [25.6 m] |
| Total length: | 193.9 ft. [59.1 m] |
| Roadway width between curbs: | 75.5 ft. [23.0 m] |
| Deck width edge-to-edge: | 84.0 ft. [25.6 m] |
| Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 2006 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Prestressed concrete [5] |
| 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: October 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 13,930 [as of 2013] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Structural appraisal: | Equal to present desirable criteria [8] |
| Deck geometry appraisal: | Superior to present desirable criteria [9] |
| Underclearances appraisal: | Superior to present desirable criteria [9] |
| Roadway alignment appraisal: | Better than present minimum criteria [7] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 96.7 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $4,404,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2017 | Good | Good | Very Good | Very Good | 13930 | 96.7 |
| September 2015 | Good | Good | Very Good | Very Good | 13930 | 96.7 |
| September 2013 | Good | Good | Very Good | Very Good | 13930 | 96.7 |
| September 2011 | Good | Good | Very Good | Very Good | 12440 | 97.1 |
| October 2009 | Good | Good | Very Good | Very Good | 14900 | 96.5 |
| October 2007 | Good | Very Good | Very Good | Very Good | 14840 | 96.5 |
| April 2007 | Good | Very Good | Very Good | Very Good | 14780 | 96.5 |
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 | ||||||
| Prestressed Concrete Girder/Beam | linear ft. | 2,328 | 2,328 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 16,296 | 7,666 | 8,606 | 24 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 8 | 8 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 194 | 190 | 4 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 165 | 150 | 14 | 1 | 0 |
| Joints | ||||||
| Open Joint | linear ft. | 336 | 336 | 0 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 72 | 72 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 388 | 304 | 69 | 15 | 0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1016676
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1016676