DAY ST over L * N SCL RR
Map
Coordinates:
+32.36941, -86.3363532°22'10" N, 86°20'11" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | DAY ST over L * N SCL RR |
Structure number: | 016848 |
Location: | 1.7MI E WEST CITY LIM |
Purpose: | Carries highway over railroad |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 80.1 ft. [24.4 m] |
Total length: | 261.2 ft. [79.6 m] |
Roadway width between curbs: | 60.0 ft. [18.3 m] |
Deck width edge-to-edge: | 67.9 ft. [20.7 m] |
Vertical clearance below bridge: | 23.0 ft. [7.0 m] |
Skew angle: | 55° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1936 |
Year reconstructed: | 1996 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 4 |
Main spans material: | Prestressed concrete [5] |
Main spans 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: May 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 27,167 [as of 1996] |
Truck traffic: | 1% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 92.4 |
Estimated cost of work: | $4,533,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Good | Good | Good | Good | 27167 | 92.4 |
May 2016 | Good | Good | Good | Good | 27167 | 92.4 |
May 2014 | Good | Good | Good | Good | 27167 | 92.4 |
May 2012 | Good | Good | Good | Good | 27167 | 92.4 |
May 2010 | Good | Good | Good | Good | 27167 | 92.4 |
May 2008 | Good | Good | Good | Good | 27167 | 92.4 |
May 2006 | Good | Good | Good | Good | 27167 | 92.4 |
April 2004 | Good | Very Good | Very Good | Very Good | 27167 | 92.4 |
April 2002 | Good | Very Good | Very Good | Very Good | 27167 | 92.4 |
December 2000 | Good | Excellent | Excellent | Excellent | 27167 | 92.4 |
November 1998 | Good | Excellent | Excellent | Excellent | 27167 | 89.8 |
February 1997 | Good | Excellent | Excellent | Excellent | 27167 | 89.8 |
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 |
Prestressed Concrete Girder/Beam | linear ft. | 1,908 | 1,908 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 17,735 | 17,735 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 46 | 46 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 110 | 110 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 240 | 240 | 0 | 0 | 0 |
Joints |
Open Joint | linear ft. | 240 | 240 | 0 | 0 | 0 |
Bearings |
Other Bearing | each | 80 | 80 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 524 | 524 | 0 | 0 | 0 |