US0065 over US 65 OVER I-20
Map
Coordinates:
+32.39258, -91.1995032°23'33" N, 91°11'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US0065 over US 65 OVER I-20 |
Structure number: | 053300200612432 |
Location: | US 65 OVER I-20 |
Purpose: | Carries highway over highway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 106.0 ft. [32.3 m] |
Total length: | 341.9 ft. [104.2 m] |
Roadway width between curbs: | 39.0 ft. [11.9 m] |
Deck width edge-to-edge: | 42.7 ft. [13.0 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 34° |
Owner: | State Highway Agency [01] |
Year built: | 1975 |
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: | 2 |
Main spans material: | Steel continuous [4] |
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: April 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,980 [as of 2015] |
Truck traffic: | 19% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Underclearances appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 96.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Fair | Satisfactory | Satisfactory | Good | 1980 | 96.0 |
April 2015 | Fair | Satisfactory | Satisfactory | Good | 1980 | 96.0 |
July 2013 | Fair | Satisfactory | Satisfactory | Good | 4920 | 96.0 |
July 2011 | Fair | Satisfactory | Satisfactory | Good | 6180 | 96.0 |
June 2009 | Fair | Satisfactory | Satisfactory | Good | 6300 | 96.0 |
July 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 7200 | 96.0 |
April 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 7740 | 96.0 |
October 2002 | Fair | Satisfactory | Good | Good | 9180 | 96.0 |
June 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 9574 | 94.0 |
May 1998 | Fair | Satisfactory | Good | Good | 5486 | 94.0 |
April 1996 | Fair | Satisfactory | Good | Good | 5486 | 94.0 |
January 1994 | Fair | Satisfactory | Good | Good | 5824 | 94.0 |
January 1992 | Fair | Satisfactory | Very Good | Good | 6142 | 94.0 |
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 |
Steel Girder/Beam | linear ft. | 2,373 | 2,369 | 4 | 0 | 0 |
Steel Protective Coating | sq. ft. | 21,483 | 21,008 | 475 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 13,680 | 9,570 | 4,080 | 30 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 102 | 89 | 11 | 2 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 147 | 145 | 2 | 0 | 0 |
Joints |
Assembly without Seal Joint | linear ft. | 96 | 71 | 25 | 0 | 0 |
Bearings |
Movable Bearing | each | 28 | 28 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 112 | 56 | 56 | 0 | 0 |
Fixed Bearing | each | 7 | 7 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 28 | 28 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 680 | 680 | 0 | 0 | 0 |