Share: 
17N1-23-4 NW 160th over WHITEWATER RIVER
Map
Coordinates:
+38.05739, -97.02219
38°03'27" N, 97°01'20" W
+38.05739, -97.02219
38°03'27" N, 97°01'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | 17N1-23-4 NW 160th over WHITEWATER RIVER |
| Structure number: | 000080855105680 |
| Location: | 5.6E OF ELBING |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 34.8 ft. [10.6 m] |
| Total length: | 38.1 ft. [11.6 m] |
| Roadway width between curbs: | 15.4 ft. [4.7 m] |
| Deck width edge-to-edge: | 17.7 ft. [5.4 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1910 |
| Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
| Main span material: | Masonry [8] |
| Main span design: | Culvert [19] |
| Deck type: | Other [9] |
| Wearing surface: | Gravel [8] |
Latest Available Inspection: January 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 50 [as of 2016] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| 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] |
| Culvert condition: | Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
| Sufficiency rating: | 59.5 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| January 2017 | Fair | 5 out of 10 | 50 | 59.5 |
| December 2014 | Fair | 5 out of 10 | 50 | 59.5 |
| February 2013 | Fair | 5 out of 10 | 50 | 59.5 |
| January 2011 | Fair | N out of 10 | 50 | 59.5 |
| November 2008 | Fair | N out of 10 | 50 | 68.0 |
| February 2007 | Fair | N out of 10 | 50 | 69.5 |
| November 2004 | Fair | N out of 10 | 50 | 69.5 |
| March 2003 | Fair | N out of 10 | 50 | 68.2 |
| January 2001 | Fair | N out of 10 | 50 | 68.2 |
| December 1998 | Fair | N out of 10 | 50 | 68.4 |
| January 1997 | Fair | N out of 10 | 50 | 76.9 |
| February 1995 | Fair | N out of 10 | 50 | 77.5 |
| October 1993 | Fair | N out of 10 | 50 | 77.5 |
| October 1991 | Fair | N out of 10 | 50 | 77.5 |
© 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/1188009
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1188009