SR 21 over SAN POIL RIVER
Map
Coordinates:
+48.48333, -118.7376748°28'60" N, 118°44'16" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 21 over SAN POIL RIVER |
Structure number: | 000000HN0000000 |
Location: | 41.9 N LINCOLN CO |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 61.0 ft. [18.6 m] |
Roadway width between curbs: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 23.6 ft. [7.2 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1927 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 2 |
Main spans material: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 578 [as of 2016] |
Truck traffic: | 17% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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] |
Scour condition: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
Sufficiency rating: | 72.7 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $683,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Good | Good | Satisfactory | 578 | 72.7 |
August 2016 | Fair | Good | Good | Satisfactory | 443 | 59.8 |
August 2014 | Fair | Good | Good | Satisfactory | 443 | 59.8 |
September 2012 | Fair | Good | Good | Fair | 461 | 48.3 |
September 2010 | Fair | Good | Good | Fair | 536 | 47.5 |
September 2008 | Fair | Good | Good | Fair | 536 | 47.5 |
September 2006 | Poor | Good | Good | Serious | 500 | 5.0 |
September 2004 | Poor | Good | Good | Serious | 500 | 5.0 |
September 2002 | Poor | Good | Good | Serious | 500 | 9.0 |
August 2000 | Fair | Good | Good | Fair | 643 | 50.4 |
April 1998 | Fair | Satisfactory | Satisfactory | Fair | 643 | 50.4 |
September 1996 | Fair | Satisfactory | Satisfactory | Fair | 643 | 53.6 |
May 1994 | Fair | Satisfactory | Satisfactory | Good | 530 | 54.3 |
June 1992 | Good | Good | Good | Good | 530 | 61.9 |