310TH ST over LITTLE SIOUX RIVER
Map
Coordinates:
+43.19794, -95.2292943°11'53" N, 95°13'45" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 310TH ST over LITTLE SIOUX RIVER |
Structure number: | 000000000117581 |
Location: | 097372802 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 48.9 ft. [14.9 m] |
Total length: | 223.1 ft. [68.0 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
Skew angle: | 45° |
Owner: | County Highway Agency [02] |
Year built: | 1986 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 5 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: December 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 80 [as of 2015] |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 100.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Good | Good | Good | Good | 80 | 100.0 |
December 2016 | Good | Good | Good | Good | 80 | 100.0 |
December 2014 | Good | Good | Good | Good | 50 | 98.6 |
December 2012 | Good | Good | Good | Good | 50 | 98.6 |
December 2010 | Good | Good | Good | Good | 50 | 98.3 |
January 2009 | Good | Good | Good | Good | 50 | 98.3 |
January 2007 | Good | Good | Good | Good | 50 | 98.6 |
December 2004 | Good | Good | Good | Good | 40 | 98.6 |
November 2002 | Good | Good | Good | Good | 40 | 98.6 |
April 2001 | Good | Good | Good | Very Good | 40 | 98.5 |
December 1998 | Good | Good | Good | Very Good | 40 | 98.5 |
December 1996 | Good | Good | Good | Very Good | 40 | 98.5 |
November 1994 | Good | Good | Good | Very Good | 40 | 98.5 |
December 1992 | Good | Very Good | Very Good | Very Good | 40 | 98.5 |
December 1990 | Good | Very Good | Very Good | Very Good | 30 | 98.5 |