Share: 
180TH RD. over PARADISE CREEK
Map
Coordinates:
+39.12860, -98.94498
39°07'43" N, 98°56'42" W
+39.12860, -98.94498
39°07'43" N, 98°56'42" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | 180TH RD. over PARADISE CREEK |
| Structure number: | 000840647004202 |
| Location: | 2.0W 1.0N OF PARADISE |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 29.5 ft. [9.0 m] |
| Total length: | 29.5 ft. [9.0 m] |
| Roadway width between curbs: | 20.0 ft. [6.1 m] |
| Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1915 |
| 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: | Not applicable [N] |
| Wearing surface: | Gravel [8] |
Latest Available Inspection: March 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Posted for load [P] |
| Average daily traffic: | 40 [as of 2014] |
| Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| 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: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
| Sufficiency rating: | 57.5 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $200,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| March 2018 | Good | 7 out of 10 | 40 | 57.5 |
| March 2016 | Fair | 5 out of 10 | 40 | 47.5 |
| February 2014 | Fair | 5 out of 10 | 40 | 47.5 |
| May 2012 | Fair | 5 out of 10 | 40 | 47.5 |
| May 2010 | Fair | N out of 10 | 40 | 52.5 |
| April 2008 | Fair | N out of 10 | 40 | 45.4 |
| February 2006 | Fair | N out of 10 | 40 | 45.4 |
| February 2004 | Fair | N out of 10 | 40 | 45.4 |
| February 2002 | Fair | N out of 10 | 40 | 45.3 |
| April 2000 | Fair | N out of 10 | 40 | 43.3 |
| April 1998 | Fair | N out of 10 | 40 | 43.5 |
| March 1996 | Fair | N out of 10 | 40 | 43.3 |
| October 1993 | Fair | N out of 10 | 40 | 43.3 |
| August 1991 | Fair | N out of 10 | 40 | 43.3 |
© 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/1197585
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1197585