COLL 7489 over S FK ELKHORN RIVER
Map
Coordinates:
+42.25104, -98.3395442°15'04" N, 98°20'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COLL 7489 over S FK ELKHORN RIVER |
Structure number: | C004509315 |
Location: | .5S EWING |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 76.1 ft. [23.2 m] |
Total length: | 192.6 ft. [58.7 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 30.2 ft. [9.2 m] |
Skew angle: | 30° |
Owner: | County Highway Agency [02] |
Year built: | 2014 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans 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: September 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 290 [as of 1998] |
Deck condition: | Excellent [9 out of 9] |
Superstructure condition: | Excellent [9 out of 9] |
Substructure condition: | Excellent [9 out of 9] |
Structural appraisal: | Superior to present desirable criteria [9] |
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: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 95.1 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Good | Excellent | Excellent | Excellent | 290 | 95.1 |
September 2016 | Good | Excellent | Excellent | Excellent | 290 | 94.5 |
September 2014 | Good | Excellent | Excellent | Excellent | 290 | 94.5 |
September 2013 | Poor | Poor | Fair | Fair | 290 | 21.3 |
January 2012 | Fair | Fair | Fair | Fair | 290 | 23.4 |
January 2010 | Fair | Fair | Fair | Fair | 290 | 23.4 |
June 2007 | Poor | Poor | Poor | Poor | 290 | 38.2 |
November 2004 | Poor | Fair | Poor | Fair | 290 | 40.2 |
November 2002 | Poor | Fair | Poor | Fair | 290 | 40.2 |
October 2000 | Poor | Fair | Poor | Fair | 290 | 40.2 |
November 1998 | Fair | Fair | Fair | Fair | 290 | 53.5 |
October 1996 | Fair | Fair | Satisfactory | Satisfactory | 290 | 64.6 |
October 1994 | Fair | Fair | Satisfactory | Satisfactory | 290 | 64.6 |
October 1992 | Fair | Fair | Satisfactory | Satisfactory | 290 | 71.8 |
October 1990 | Fair | Satisfactory | Satisfactory | Satisfactory | 290 | 76.8 |