RIVER RD over ELK RUN
Map
Coordinates:
+42.52702, -93.2752642°31'37" N, 93°16'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RIVER RD over ELK RUN |
Structure number: | 000000000006580 |
Location: | 000000000 |
Purpose: | Carries highway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 85.0 ft. [25.9 m] |
Roadway width between curbs: | 18.0 ft. [5.5 m] |
Deck width edge-to-edge: | 21.3 ft. [6.5 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1920 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Main span material: | Concrete [1] |
Main span design: | Arch - Deck [11] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 450 [as of 2017] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 17.1 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Poor | Satisfactory | Poor | Poor | 450 | 17.1 |
June 2016 | Poor | Satisfactory | Poor | Fair | 480 | 16.9 |
May 2014 | Fair | Satisfactory | Fair | Fair | 480 | 16.9 |
May 2012 | Fair | Satisfactory | Fair | Fair | 360 | 17.7 |
May 2010 | Fair | Satisfactory | Fair | Fair | 360 | 17.7 |
May 2008 | Fair | Satisfactory | Fair | Fair | 450 | 17.1 |
May 2006 | Fair | Satisfactory | Fair | Fair | 450 | 17.1 |
July 2004 | Fair | Satisfactory | Fair | Fair | 650 | 47.3 |
July 2002 | Fair | Satisfactory | Fair | Fair | 650 | 47.3 |
July 2000 | Fair | Satisfactory | Fair | Fair | 620 | 47.3 |
September 1998 | Fair | Satisfactory | Fair | Fair | 620 | 46.9 |
July 1996 | Fair | Satisfactory | Fair | Fair | 430 | 48.1 |
August 1994 | Fair | Satisfactory | Fair | Fair | 430 | 48.1 |
April 1992 | Fair | Satisfactory | Fair | Fair | 430 | 48.1 |
June 1990 | Fair | Satisfactory | Satisfactory | Satisfactory | 430 | 56.2 |