SH 152 EB over Dixon Creek
Map
Coordinates:
+35.66481, -101.3522335°39'53" N, 101°21'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SH 152 EB over Dixon Creek |
Structure number: | 041180045501011 |
Location: | 0.15 MI NW OF FM 2171 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 100.1 ft. [30.5 m] |
Total length: | 400.0 ft. [121.9 m] |
Roadway width between curbs: | 37.7 ft. [11.5 m] |
Deck width edge-to-edge: | 40.0 ft. [12.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 2008 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [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: November 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,700 [as of 2009] |
Truck traffic: | 20% 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: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 94.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Good | Good | Very Good | Good | 2700 | 94.7 |
November 2015 | Good | Good | Good | Good | 2700 | 94.7 |
November 2013 | Good | Good | Very Good | Good | 2700 | 99.8 |
March 2012 | Good | Good | Very Good | Very Good | 2700 | 99.8 |
February 2010 | Good | Good | Good | Very Good | 2700 | 99.8 |
August 2008 | Good | Good | Good | Good | 2700 | 99.8 |