N4200 over CREEK
Map
Coordinates:
+36.71199, -95.5218636°42'43" N, 95°31'19" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | N4200 over CREEK |
Structure number: | 176140000000000 |
Old structure number: | 53N4200E0210002 (from 1992 edition) |
Location: | 6.0 MI E OF US 60 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 9.8 ft. [3.0 m] |
Total length: | 22.0 ft. [6.7 m] |
Deck width edge-to-edge: | 63.0 ft. [19.2 m] |
Owner: | County Highway Agency [02] |
Year built: | 1970 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 2 |
Main spans material: | Concrete [1] |
Main spans design: | Culvert [19] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 100 [as of 2015] |
Truck traffic: | 10% of total traffic |
Structural appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Culvert condition: | No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 95.8 |
Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
Estimated cost of work: | $225,000 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
April 2016 | Good | 8 out of 10 | 100 | 95.8 |
May 2014 | Good | 8 out of 10 | 100 | 97.0 |
May 2012 | Good | 8 out of 10 | 100 | 95.8 |
August 2010 | Good | 8 out of 10 | 100 | 95.8 |
July 2008 | Good | 8 out of 10 | 100 | 97.0 |
January 2006 | Good | 8 out of 10 | 100 | 97.0 |
January 2004 | Good | 8 out of 10 | 100 | 97.0 |
August 2001 | Good | 8 out of 10 | 100 | 97.0 |
August 1999 | Good | 7 out of 10 | 100 | 97.0 |
August 1997 | Good | 7 out of 10 | 100 | 97.0 |
September 1995 | Good | 8 out of 10 | 100 | 97.0 |
June 1993 | Good | 7 out of 10 | 100 | 97.0 |
May 1991 | Good | 7 out of 10 | 100 | 97.0 |