150TH ST over SKUNK RIVER
Map
Coordinates:
+42.13719, -93.5676642°08'14" N, 93°34'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 150TH ST over SKUNK RIVER |
Structure number: | 000000000316250 |
Location: | 085233103 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 149.9 ft. [45.7 m] |
Total length: | 153.9 ft. [46.9 m] |
Roadway width between curbs: | 19.7 ft. [6.0 m] |
Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
Vertical clearance above deck: | 15.1 ft. [4.6 m] |
Owner: | County Highway Agency [02] |
Year built: | 1920 |
Year reconstructed: | 1974 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: December 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 100 [as of 2015] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 35.9 |
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 |
---|
December 2018 | Poor | Good | Poor | Fair | 100 | 35.9 |
November 2016 | Poor | Good | Poor | Fair | 100 | 35.9 |
December 2014 | Poor | Good | Poor | Good | 100 | 35.9 |
December 2012 | Poor | Good | Poor | Good | 100 | 35.9 |
December 2010 | Poor | Good | Poor | Good | 100 | 35.9 |
December 2008 | Fair | Good | Fair | Good | 100 | 42.3 |
November 2006 | Fair | Good | Fair | Good | 90 | 42.5 |
November 2004 | Fair | Good | Fair | Good | 90 | 44.5 |
December 2002 | Fair | Good | Fair | Fair | 90 | 44.5 |
March 2001 | Fair | Good | Fair | Good | 90 | 45.8 |
January 1999 | Fair | Good | Fair | Good | 70 | 45.8 |
October 1996 | Fair | Good | Fair | Good | 70 | 45.8 |
March 1995 | Fair | Good | Fair | Good | 70 | 46.2 |
October 1992 | Fair | Good | Fair | Good | 90 | 46.2 |
February 1991 | Fair | Good | Fair | Good | 70 | 46.2 |