COUNTY ROAD 24 over ARKANSAS RIVER
Map
Coordinates:
+38.06707, -102.9367738°04'01" N, 102°56'12" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROAD 24 over ARKANSAS RIVER |
Structure number: | CEPSWACO-000002 |
Location: | 18 MI W LAMAR CO. |
Route classification: | Local (Rural) [09] |
Length of largest span: | 67.6 ft. [20.6 m] |
Total length: | 1173.9 ft. [357.8 m] |
Roadway width between curbs: | 21.3 ft. [6.5 m] |
Deck width edge-to-edge: | 21.3 ft. [6.5 m] |
Owner: | Corps of Engineers (Civil) [70] |
Year built: | 1948 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 16 |
Main spans material: | Concrete [1] |
Main spans design: | Girder and floorbeam system [03] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 173 [as of 2014] |
Truck traffic: | 3% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 22.7 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $1,559,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Poor | Fair | Poor | Fair | 173 | 22.7 |
May 2017 | Poor | Fair | Poor | Fair | 173 | 22.7 |
June 2016 | Poor | Fair | Poor | Fair | 173 | 22.7 |
June 2015 | Poor | Fair | Poor | Fair | 173 | 22.7 |
July 2014 | Poor | Fair | Poor | Fair | 173 | 36.4 |
July 2013 | Poor | Fair | Poor | Fair | 173 | 36.4 |
August 2012 | Poor | Fair | Poor | Fair | 173 | 36.4 |
July 2010 | Poor | Fair | Poor | Fair | 173 | 36.4 |
August 2009 | Poor | Fair | Poor | Fair | 173 | 36.4 |
July 2008 | Fair | Fair | Fair | Good | 173 | 51.4 |
July 2007 | Fair | Fair | Fair | Good | 173 | 51.4 |
July 2006 | Fair | Fair | Fair | Good | 173 | 51.4 |
June 2004 | Fair | Fair | Fair | Good | 173 | 51.4 |
May 2003 | Fair | Fair | Fair | Good | 173 | 51.4 |
July 2002 | Fair | Fair | Satisfactory | Good | 173 | 61.4 |
June 2001 | Fair | Fair | Satisfactory | Good | 173 | 61.4 |
August 2000 | Fair | Fair | Good | Good | 173 | 61.4 |
August 1999 | Fair | Fair | Good | Good | 1333 | 58.1 |
October 1997 | Fair | Satisfactory | Very Good | Good | 1333 | 60.1 |
September 1995 | Good | Good | Very Good | Very Good | 100 | 93.0 |
March 1994 | Good | Very Good | Very Good | Very Good | 100 | 93.0 |