US 183/283 over MILLER CREEK
Map
Coordinates:
+33.46238, -99.2454633°27'45" N, 99°14'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 183/283 over MILLER CREEK |
Structure number: | 030120012501025 |
Location: | 8.4 MI S OF US 277 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 160.1 ft. [48.8 m] |
Roadway width between curbs: | 44.0 ft. [13.4 m] |
Deck width edge-to-edge: | 46.3 ft. [14.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1979 |
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: | Concrete [1] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 390 [as of 2013] |
Truck traffic: | 33% of total traffic |
Deck condition: | Good [7 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: | Superior to present desirable criteria [9] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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: | 95.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Good | Good | Good | Good | 390 | 95.3 |
October 2015 | Good | Good | Good | Good | 390 | 95.3 |
October 2013 | Good | Good | Good | Good | 320 | 95.7 |
November 2011 | Good | Good | Good | Good | 320 | 95.7 |
October 2009 | Good | Good | Good | Good | 410 | 95.2 |
October 2007 | Good | Good | Good | Good | 400 | 95.3 |
October 2005 | Good | Very Good | Good | Good | 400 | 94.3 |
September 2003 | Good | Very Good | Good | Good | 420 | 95.2 |
September 2001 | Good | Very Good | Good | Good | 350 | 95.5 |
July 1999 | Good | Good | Good | Good | 350 | 95.5 |
August 1997 | Good | Good | Good | Good | 340 | 95.6 |
August 1995 | Good | Good | Good | Good | 340 | 95.6 |
October 1993 | Good | Good | Good | Good | 380 | 95.4 |
October 1991 | Good | Very Good | Very Good | Good | 370 | 95.4 |