US 60 E over CURRENT RVR
Map
Coordinates:
+36.99175, -91.0130036°59'30" N, 91°00'47" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 60 E over CURRENT RVR |
Structure number: | 31131 |
Location: | S 25 T 27 N R 1 W |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 170.0 ft. [51.8 m] |
Total length: | 1216.3 ft. [370.7 m] |
Roadway width between curbs: | 38.1 ft. [11.6 m] |
Deck width edge-to-edge: | 40.7 ft. [12.4 m] |
Skew angle: | 20° |
Owner: | State Highway Agency [01] |
Year built: | 2005 |
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: | 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: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,187 [as of 2018] |
Truck traffic: | 33% 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: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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] |
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 |
---|
July 2018 | Fair | Satisfactory | Good | Good | 5187 | 99.5 |
July 2016 | Good | Good | Very Good | Excellent | 4845 | 99.6 |
July 2014 | Good | Good | Very Good | Excellent | 4217 | 99.6 |
December 2013 | Good | Good | Very Good | Excellent | 4179 | 99.6 |
December 2011 | Good | Very Good | Very Good | Excellent | 4221 | 99.6 |
December 2009 | Good | Very Good | Very Good | Excellent | 4112 | 99.6 |
December 2007 | Good | Very Good | Very Good | Excellent | 4052 | 99.6 |
September 2005 | Good | Excellent | Excellent | Excellent | 7131 | 99.3 |
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. | 2,660 | 2,660 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 43,030 | 43,025 | 5 | 0 | 0 |
Prestressed Concrete Girder/Beam | linear ft. | 3,322 | 3,313 | 9 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 49,464 | 48,109 | 1,355 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 23 | 23 | 0 | 0 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 72 | 72 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 138 | 134 | 4 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 260 | 260 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 452 | 351 | 101 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 250 | 0 | 0 | 0 | 250 |
Joints |
Strip Seal Joint | linear ft. | 80 | 40 | 40 | 0 | 0 |
Open Joint | linear ft. | 40 | 40 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 65 | 65 | 0 | 0 | 0 |
Enclosed/Concealed Bearing | each | 40 | 40 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 2,477 | 2,327 | 150 | 0 | 0 |