PARK RD(SW) over FROG CREEK
Map
Coordinates:
+41.83488, -94.1107341°50'06" N, 94°06'39" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PARK RD(SW) over FROG CREEK |
Structure number: | 000000000009430 |
Location: | 081260900 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 23.0 ft. [7.0 m] |
Total length: | 23.0 ft. [7.0 m] |
Roadway width between curbs: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 22.0 ft. [6.7 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1930 |
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: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: January 2017
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 100 [as of 1975] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 47.8 |
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 |
---|
January 2017 | Poor | Fair | Poor | Poor | 100 | 47.8 |
January 2015 | Poor | Fair | Poor | Poor | 100 | 47.8 |
February 2013 | Poor | Fair | Poor | Poor | 100 | 47.8 |
January 2011 | Poor | Fair | Poor | Poor | 100 | 47.4 |
January 2009 | Poor | Fair | Poor | Poor | 100 | 47.4 |
September 2007 | Poor | Fair | Poor | Poor | 100 | 38.2 |
March 2005 | Poor | Fair | Poor | Poor | 100 | 38.2 |
September 2001 | Poor | Satisfactory | Fair | Poor | 100 | 40.2 |
December 1998 | Poor | Satisfactory | Fair | Poor | 100 | 40.2 |
January 1997 | Poor | Satisfactory | Fair | Poor | 100 | 40.2 |
May 1995 | Poor | Satisfactory | Fair | Poor | 100 | 40.2 |
April 1993 | Poor | Satisfactory | Fair | Poor | 100 | 55.4 |
October 1990 | Poor | Good | Fair | Poor | 100 | 55.4 |