FAS 3265/S 82ND RD over BEAR CREEK
Map
Coordinates:
+40.36453, -96.6099240°21'52" N, 96°36'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FAS 3265/S 82ND RD over BEAR CREEK |
Structure number: | C003453335 |
Location: | JCT US77/S-34D 1S 7E |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 60.0 ft. [18.3 m] |
Total length: | 63.0 ft. [19.2 m] |
Roadway width between curbs: | 18.7 ft. [5.7 m] |
Deck width edge-to-edge: | 19.7 ft. [6.0 m] |
Skew angle: | 35° |
Owner: | County Highway Agency [02] |
Year built: | 1971 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 100 [as of 2011] |
Truck traffic: | 10% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
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: | 31.9 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Fair | Fair | Satisfactory | 100 | 31.9 |
September 2015 | Fair | Fair | Fair | Satisfactory | 100 | 31.9 |
September 2013 | Fair | Fair | Fair | Satisfactory | 100 | 31.9 |
January 2012 | Fair | Fair | Fair | Satisfactory | 100 | 32.9 |
January 2010 | Poor | Fair | Poor | Satisfactory | 105 | 20.7 |
August 2007 | Poor | Fair | Poor | Satisfactory | 175 | 20.4 |
October 2005 | Fair | Fair | Good | Satisfactory | 175 | 20.4 |
November 2003 | Fair | Fair | Good | Good | 175 | 20.4 |
October 2001 | Fair | Fair | Good | Good | 150 | 20.5 |
October 1999 | Fair | Satisfactory | Good | Good | 150 | 21.6 |
November 1997 | Fair | Satisfactory | Good | Good | 115 | 21.7 |
October 1995 | Good | Good | Good | Good | 190 | 21.5 |
November 1993 | Good | Good | Good | Good | 145 | 21.6 |
October 1991 | Good | Good | Good | Good | 125 | 24.4 |