FM 160TH AVE over OCHEYEDAN RIVER
Map
Coordinates:
+43.15185, -95.2693543°09'07" N, 95°16'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FM 160TH AVE over OCHEYEDAN RIVER |
Structure number: | 000000000116841 |
Location: | 096370702 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 48.9 ft. [14.9 m] |
Total length: | 128.0 ft. [39.0 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
Skew angle: | 15° |
Owner: | County Highway Agency [02] |
Year built: | 1981 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 3 |
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: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 40 [as of 2015] |
Truck traffic: | 50% 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: | 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: | 91.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Fair | Good | Good | Satisfactory | 40 | 91.9 |
December 2016 | Fair | Good | Good | Satisfactory | 40 | 91.6 |
December 2014 | Fair | Good | Good | Satisfactory | 20 | 91.6 |
December 2012 | Fair | Satisfactory | Very Good | Good | 20 | 91.6 |
December 2010 | Fair | Satisfactory | Very Good | Good | 40 | 91.3 |
January 2009 | Fair | Satisfactory | Satisfactory | Good | 40 | 91.3 |
January 2007 | Fair | Satisfactory | Satisfactory | Good | 40 | 91.6 |
December 2004 | Fair | Satisfactory | Satisfactory | Good | 50 | 91.5 |
December 2002 | Fair | Satisfactory | Satisfactory | Good | 50 | 91.5 |
May 2001 | Fair | Satisfactory | Satisfactory | Good | 50 | 91.5 |
December 1998 | Good | Good | Good | Good | 40 | 91.5 |
December 1996 | Good | Good | Good | Good | 40 | 91.5 |
November 1994 | Good | Good | Good | Good | 40 | 91.5 |
December 1992 | Good | Very Good | Very Good | Very Good | 60 | 91.5 |
December 1990 | Good | Very Good | Very Good | Very Good | 35 | 91.5 |