US-50 HWY over COTTONWOOD RIVER DRN
Map
Coordinates:
+38.27139, -96.8116738°16'17" N, 96°48'42" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US-50 HWY over COTTONWOOD RIVER DRN |
Structure number: | 999905000090681 |
Location: | 1.78 MI NE MARION COLN |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 47.9 ft. [14.6 m] |
Total length: | 122.4 ft. [37.3 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 45.9 ft. [14.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1996 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 22.5 / HS 25 [9] |
Number of main spans: | 3 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Not applicable [N] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,440 [as of 2016] |
Truck traffic: | 47% 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: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 99.8 |
Recommended work: | Bridge deck replacement with only incidental widening. [37] |
Estimated cost of work: | $186,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Good | Good | Very Good | Very Good | 2440 | 99.8 |
October 2015 | Good | Good | Very Good | Very Good | 2460 | 99.8 |
November 2013 | Good | Good | Very Good | Very Good | 2460 | 99.8 |
November 2011 | Good | Very Good | Very Good | Very Good | 2660 | 99.8 |
October 2009 | Good | Very Good | Very Good | Very Good | 2610 | 99.8 |
December 2007 | Good | Very Good | Very Good | Very Good | 2880 | 99.7 |
November 2005 | Good | Very Good | Very Good | Very Good | 2870 | 99.7 |
October 2003 | Good | Very Good | Very Good | Very Good | 2640 | 99.8 |
November 2001 | Good | Very Good | Very Good | Very Good | 2575 | 99.8 |
August 1999 | Good | Very Good | Very Good | Very Good | 2775 | 99.7 |
March 1998 | Good | Very Good | Very Good | Very Good | 2430 | 99.8 |
Element Data
Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 88 | 82 | 6 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 245 | 245 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 5,390 | 5,282 | 108 | 0 | 0 |