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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 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 100 [as of 2016] |
| 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: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
| 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 2018 | Good | 7 out of 10 | 100 | 95.8 |
| 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 2012-20, 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/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