Share: 
1800 RD Mile 21 over VERDIGRIS RIVER
Map
Coordinates:
+37.03336, -95.57981
37°02'00" N, 95°34'47" W
+37.03336, -95.57981
37°02'00" N, 95°34'47" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | 1800 RD Mile 21 over VERDIGRIS RIVER |
| Structure number: | 000000000630680 |
| Location: | 0.4E OF COFFEYVILLE |
| Purpose: | Carries highway over waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 124.0 ft. [37.8 m] |
| Total length: | 294.0 ft. [89.6 m] |
| Roadway width between curbs: | 20.0 ft. [6.1 m] |
| Deck width edge-to-edge: | 24.3 ft. [7.4 m] |
| Vertical clearance above deck: | 15.1 ft. [4.6 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1926 |
| Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
| Number of main spans: | 3 |
| Main spans material: | Concrete [1] |
| Main spans design: | Arch - Thru [12] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 1,000 [as of 2014] |
| Truck traffic: | 3% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| 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] |
| Scour condition: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
| Sufficiency rating: | 43.9 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $940,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| June 2017 | Fair | Fair | Fair | Fair | 1000 | 43.9 |
| May 2017 | Fair | Fair | Fair | Fair | 1000 | 43.9 |
| August 2015 | Fair | Satisfactory | Fair | Fair | 1000 | 44.9 |
| February 2015 | Fair | Satisfactory | Fair | Fair | 1000 | 44.9 |
| October 2013 | Fair | Fair | Fair | Fair | 645 | 42.9 |
| December 2011 | Fair | Fair | Fair | Fair | 645 | 42.9 |
| November 2009 | Fair | Fair | Fair | Fair | 645 | 42.9 |
| October 2009 | Fair | Fair | Fair | Fair | 645 | 42.9 |
| December 2007 | Fair | Fair | Fair | Fair | 645 | 42.9 |
| June 2005 | Fair | Fair | Fair | Fair | 645 | 42.9 |
| November 2003 | Fair | Fair | Fair | Fair | 600 | 42.9 |
| November 2001 | Fair | Fair | Fair | Satisfactory | 600 | 42.9 |
| November 1999 | Fair | Fair | Fair | Satisfactory | 600 | 43.1 |
| October 1997 | Fair | Satisfactory | Satisfactory | Satisfactory | 600 | 57.6 |
| November 1995 | Fair | Satisfactory | Satisfactory | Satisfactory | 600 | 57.2 |
| October 1993 | Fair | Satisfactory | Satisfactory | Satisfactory | 600 | 57.2 |
| December 1991 | Fair | Satisfactory | Satisfactory | Satisfactory | 600 | 65.3 |
© 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/1184598
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1184598