Share: 
160TH ST over L WAPSIPINICON RIVER
Map
Coordinates:
+42.86118, -92.08167
42°51'40" N, 92°04'54" W
+42.86118, -92.08167
42°51'40" N, 92°04'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | 160TH ST over L WAPSIPINICON RIVER |
| Structure number: | 000000000151740 |
| Location: | 093101903 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 43.0 ft. [13.1 m] |
| Total length: | 125.0 ft. [38.1 m] |
| Roadway width between curbs: | 18.0 ft. [5.5 m] |
| Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1916 |
| Historic significance: | Bridge is on the National Register of Historic Places [1] |
| Number of main spans: | 3 |
| Main spans material: | Concrete [1] |
| Main spans design: | Tee beam [04] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: January 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Posted for load [P] |
| Average daily traffic: | 45 [as of 2017] |
| 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: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| 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: | 67.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| January 2018 | Poor | Fair | Poor | Poor | 45 | 67.0 |
| October 2016 | Poor | Fair | Poor | Poor | 15 | 67.0 |
| October 2014 | Poor | Fair | Poor | Poor | 15 | 67.0 |
| August 2013 | Poor | Satisfactory | Poor | Fair | 15 | 63.0 |
| September 2010 | Poor | Satisfactory | Poor | Fair | 15 | 55.1 |
| August 2008 | Poor | Satisfactory | Fair | Poor | 100 | 55.0 |
| August 2006 | Poor | Satisfactory | Fair | Poor | 100 | 55.5 |
| August 2004 | Fair | Satisfactory | Satisfactory | Fair | 15 | 71.5 |
| July 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 15 | 82.5 |
| August 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 30 | 82.5 |
| August 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 30 | 82.5 |
| July 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 30 | 82.5 |
| July 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 30 | 82.5 |
| June 1992 | Fair | Satisfactory | Good | Satisfactory | 45 | 82.5 |
| July 1990 | Fair | Satisfactory | Good | Satisfactory | 45 | 82.5 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1116355
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1116355