US 412 E over DRAIN DTCH NO 259
Map
Coordinates:
+36.23609, -89.9772836°14'10" N, 89°58'38" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 412 E over DRAIN DTCH NO 259 |
Structure number: | 29437 |
Location: | S 3 T 18 N R 10 E |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 65.6 ft. [20.0 m] |
Total length: | 243.1 ft. [74.1 m] |
Roadway width between curbs: | 37.4 ft. [11.4 m] |
Deck width edge-to-edge: | 40.0 ft. [12.2 m] |
Skew angle: | 23° |
Owner: | State Highway Agency [01] |
Year built: | 2003 |
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 continuous [6] |
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: November 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,331 [as of 2016] |
Truck traffic: | 13% 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: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 99.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2016 | Good | Good | Very Good | Very Good | 5331 | 99.5 |
August 2014 | Good | Good | Excellent | Very Good | 4920 | 99.5 |
November 2012 | Good | Good | Excellent | Very Good | 4377 | 99.6 |
November 2010 | Good | Good | Excellent | Very Good | 4615 | 99.6 |
October 2008 | Good | Very Good | Excellent | Excellent | 4615 | 99.6 |
October 2006 | Good | Excellent | Excellent | Excellent | 8878 | 97.2 |
December 2004 | Good | Excellent | Excellent | Excellent | 8464 | 87.7 |
January 2003 | Good | Excellent | Excellent | Excellent | 8912 | 84.7 |
Element Data
Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Prestressed Concrete Girder/Beam | linear ft. | 1,160 | 1,160 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 9,738 | 6,816 | 2,922 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 152 | 137 | 15 | 0 | 0 |
Reinforced Concrete Pile | each | 30 | 30 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 126 | 118 | 8 | 0 | 0 |
Bearings |
Enclosed/Concealed Bearing | each | 40 | 40 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 486 | 486 | 0 | 0 | 0 |