Share: 
RS 607 NE 50 ST. over STREAM
Map
Coordinates:
+37.71942, -97.92217
37°43'10" N, 97°55'20" W
+37.71942, -97.92217
37°43'10" N, 97°55'20" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | RS 607 NE 50 ST. over STREAM |
| Structure number: | 000000000480510 |
| Location: | 6.5E OF VARNER |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 8.9 ft. [2.7 m] |
| Total length: | 27.9 ft. [8.5 m] |
| Roadway width between curbs: | 39.4 ft. [12.0 m] |
| Deck width edge-to-edge: | 40.4 ft. [12.3 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 13.5 / H 15 [2] |
| Number of main spans: | 3 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 255 [as of 2015] |
| Truck traffic: | 10% of total traffic |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Superior to present desirable criteria [9] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Better than present minimum criteria [7] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| 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 the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 100.0 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| January 2017 | Good | 7 out of 10 | 255 | 100.0 |
| January 2015 | Good | 7 out of 10 | 255 | 100.0 |
| January 2013 | Good | 7 out of 10 | 309 | 100.0 |
| January 2011 | Good | 7 out of 10 | 275 | 100.0 |
| March 2009 | Good | 7 out of 10 | 275 | 100.0 |
| January 2007 | Good | 7 out of 10 | 145 | 100.0 |
| January 2005 | Good | 7 out of 10 | 145 | 100.0 |
| March 2003 | Good | 7 out of 10 | 145 | 100.0 |
| December 2000 | Good | 7 out of 10 | 145 | 100.0 |
| January 1997 | Good | 7 out of 10 | 145 | 100.0 |
| December 1994 | Good | 7 out of 10 | 145 | 100.0 |
| August 1992 | Good | 8 out of 10 | 145 | 100.0 |
| August 1990 | Good | 8 out of 10 | 145 | 81.5 |
© 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/1183670
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1183670