US 60 W over CARTER CR
Map
Coordinates:
+37.03797, -90.9551737°02'17" N, 90°57'19" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 60 W over CARTER CR |
Structure number: | 29149 |
Location: | S 4 T 27 N R 1 E |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 80.7 ft. [24.6 m] |
Total length: | 241.2 ft. [73.5 m] |
Roadway width between curbs: | 38.1 ft. [11.6 m] |
Deck width edge-to-edge: | 40.7 ft. [12.4 m] |
Skew angle: | 25° |
Owner: | State Highway Agency [01] |
Year built: | 2002 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 3 |
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: December 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,705 [as of 2017] |
Truck traffic: | 26% of total traffic |
Deck condition: | Very Good [8 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: | 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: | 99.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2017 | Good | Very Good | Very Good | Very Good | 2705 | 99.8 |
March 2017 | Good | Very Good | Very Good | Very Good | 2888 | 99.7 |
August 2015 | Good | Very Good | Very Good | Very Good | 2793 | 99.7 |
December 2013 | Good | Very Good | Very Good | Very Good | 2686 | 99.8 |
December 2011 | Good | Very Good | Very Good | Excellent | 2689 | 99.8 |
December 2009 | Good | Very Good | Very Good | Excellent | 2610 | 99.8 |
December 2007 | Good | Very Good | Very Good | Excellent | 2593 | 99.8 |
October 2005 | Good | Very Good | Excellent | Excellent | 2981 | 99.7 |
December 2003 | Good | Excellent | Excellent | Excellent | 2887 | 99.7 |
December 2002 | Good | Excellent | Excellent | Excellent | 2795 | 99.7 |
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. | 1,149 | 1,149 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 9,789 | 9,789 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 138 | 138 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 88 | 88 | 0 | 0 | 0 |
Bearings |
Enclosed/Concealed Bearing | each | 30 | 30 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 529 | 476 | 53 | 0 | 0 |