Share: 
203 ST. over STREAM
Map
Coordinates:
+38.88516, -98.51935
38°53'07" N, 98°31'10" W
+38.88516, -98.51935
38°53'07" N, 98°31'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | 203 ST. over STREAM |
| Structure number: | 000840693204529 |
| Location: | 2.5N 3.3E OF DORRANCE |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 8.9 ft. [2.7 m] |
| Total length: | 22.0 ft. [6.7 m] |
| Roadway width between curbs: | 27.9 ft. [8.5 m] |
| Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1925 |
| Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
| Number of main spans: | 2 |
| Main spans material: | Masonry [8] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
| Wearing surface: | Gravel [8] |
Latest Available Inspection: March 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 20 [as of 2014] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| 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: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 88.5 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| March 2018 | Fair | 6 out of 10 | 20 | 88.5 |
| March 2016 | Fair | 6 out of 10 | 20 | 88.5 |
| April 2014 | Fair | 6 out of 10 | 20 | 88.5 |
| May 2012 | Fair | 6 out of 10 | 20 | 89.5 |
| April 2010 | - | N out of 10 | 20 | 89.5 |
| April 2008 | Fair | N out of 10 | 20 | 78.5 |
| February 2006 | Fair | N out of 10 | 20 | 78.5 |
| February 2004 | Fair | N out of 10 | 20 | 78.5 |
| February 2002 | Fair | N out of 10 | 20 | 78.5 |
| April 2000 | Fair | N out of 10 | 20 | 77.5 |
| April 1998 | Fair | N out of 10 | 20 | 77.7 |
| March 1996 | Fair | N out of 10 | 20 | 77.5 |
| October 1993 | Fair | N out of 10 | 20 | 78.5 |
| August 1991 | Fair | N out of 10 | 20 | 78.5 |
© 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/1197691
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1197691