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N4200 over CREEK
Map
Coordinates:
+36.71199, -95.52186
36°42'43" N, 95°31'19" W
+36.71199, -95.52186
36°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 |
© Copyright 2012-19, 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/1436739
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1436739