US 183/283 over WICHITA RIVER
Map
Coordinates:
+33.75996, -99.1427533°45'36" N, 99°08'34" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 183/283 over WICHITA RIVER |
Structure number: | 030120012405025 |
Location: | 6.7MI N OF US 82/277 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 71.9 ft. [21.9 m] |
Total length: | 289.1 ft. [88.1 m] |
Roadway width between curbs: | 43.3 ft. [13.2 m] |
Deck width edge-to-edge: | 45.3 ft. [13.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 2000 |
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 [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Precast Panels [2] |
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: | 700 [as of 2013] |
Truck traffic: | 22% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 93.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Good | Good | Very Good | Good | 700 | 93.5 |
October 2015 | Good | Good | Very Good | Good | 700 | 93.5 |
October 2013 | Good | Good | Very Good | Good | 550 | 94.4 |
November 2011 | Good | Good | Very Good | Good | 590 | 94.1 |
October 2009 | Good | Good | Very Good | Good | 560 | 94.3 |
October 2007 | Good | Good | Very Good | Very Good | 700 | 92.5 |
October 2005 | Good | Good | Very Good | Very Good | 670 | 91.7 |
September 2003 | Good | Good | Very Good | Very Good | 620 | 93.0 |
September 2001 | Good | Very Good | Very Good | Very Good | 640 | 92.8 |
December 2000 | Good | Very Good | Very Good | Very Good | 640 | 92.8 |