COLL 7237 over STINKING WATER CREEK
Map
Coordinates:
+40.55182, -101.3631740°33'07" N, 101°21'47" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COLL 7237 over STINKING WATER CREEK |
Structure number: | C001507320 |
Location: | 9.5N OF WAUNTA |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 28.9 ft. [8.8 m] |
Total length: | 29.9 ft. [9.1 m] |
Roadway width between curbs: | 29.2 ft. [8.9 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Skew angle: | 20° |
Owner: | County Highway Agency [02] |
Year built: | 2000 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 160 [as of 1998] |
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: | Equal to present minimum criteria [6] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 97.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Good | Good | Good | Good | 160 | 97.6 |
August 2015 | Good | Very Good | Very Good | Very Good | 160 | 97.6 |
August 2013 | Good | Very Good | Very Good | Very Good | 160 | 97.6 |
August 2011 | Good | Very Good | Very Good | Very Good | 160 | 98.0 |
October 2009 | Good | Excellent | Excellent | Excellent | 160 | 98.0 |
December 2008 | Good | Excellent | Excellent | Excellent | 160 | 80.8 |
October 2006 | Good | Excellent | Excellent | Excellent | 160 | 80.8 |
October 2004 | Good | Excellent | Excellent | Excellent | 160 | 80.8 |
October 2002 | Good | Excellent | Excellent | Excellent | 160 | 80.8 |
December 2000 | Good | Excellent | Excellent | Excellent | 160 | 80.8 |
June 1998 | Fair | Good | Satisfactory | Satisfactory | 160 | 75.3 |
July 1996 | Fair | Good | Satisfactory | Satisfactory | 160 | 75.3 |
April 1994 | Fair | Good | Satisfactory | Satisfactory | 160 | 74.8 |
April 1992 | Fair | Good | Satisfactory | Satisfactory | 160 | 74.8 |
August 1990 | Fair | Good | Satisfactory | Satisfactory | 160 | 74.8 |