CR 143/SIGN CR 436 over RED CREEK
Map
Coordinates:
+33.53401, -99.4093033°32'02" N, 99°24'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CR 143/SIGN CR 436 over RED CREEK |
Structure number: | 030120AA0143001 |
Location: | 2.75 MI W OF US 277 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 28.9 ft. [8.8 m] |
Total length: | 32.2 ft. [9.8 m] |
Roadway width between curbs: | 15.7 ft. [4.8 m] |
Deck width edge-to-edge: | 15.7 ft. [4.8 m] |
Owner: | County Highway Agency [02] |
Year built: | 1952 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 10 [as of 2016] |
Truck traffic: | 1% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present desirable criteria [8] |
Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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: | 79.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $574,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 10 | 79.0 |
November 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 10 | 78.8 |
November 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 10 | 78.8 |
November 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 20 | 78.8 |
November 2010 | Fair | Very Good | Satisfactory | Satisfactory | 20 | 79.0 |
October 2008 | Fair | Very Good | Satisfactory | Satisfactory | 20 | 81.0 |
October 2006 | Fair | Very Good | Satisfactory | Satisfactory | 20 | 81.0 |
October 2004 | Fair | Very Good | Satisfactory | Satisfactory | 20 | 72.7 |
November 2002 | Fair | Very Good | Satisfactory | Satisfactory | 20 | 57.0 |
September 2000 | Fair | Good | Satisfactory | Fair | 30 | 41.4 |
October 1998 | Fair | Satisfactory | Satisfactory | Fair | 30 | 33.2 |
October 1996 | Fair | Satisfactory | Satisfactory | Fair | 25 | 32.2 |
October 1994 | Fair | Good | Satisfactory | Fair | 25 | 32.2 |
November 1992 | Fair | Very Good | Good | Satisfactory | 25 | 34.8 |
December 1990 | Fair | Very Good | Good | Satisfactory | 25 | 34.8 |