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County Route 7 over Ebenezer Run
Map
Coordinates:
+40.30578, -80.56176
40°18'21" N, 80°33'42" W
+40.30578, -80.56176
40°18'21" N, 80°33'42" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | County Route 7 over Ebenezer Run |
| Structure number: | 00000000005A021 |
| Location: | 0.18 mi. East jct CR 14 |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 23.3 ft. [7.1 m] |
| Total length: | 55.1 ft. [16.8 m] |
| Deck width edge-to-edge: | 26.9 ft. [8.2 m] |
| Skew angle: | 59° |
| Owner: | State Highway Agency [01] |
| Year built: | 1995 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 22.5 / HS 25 [9] |
| Number of main spans: | 2 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: April 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 450 [as of 2014] |
| Truck traffic: | 3% of total traffic |
| Structural appraisal: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| 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: | 96.0 |
| Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
| Estimated cost of work: | $350,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| April 2017 | Good | 7 out of 10 | 450 | 96.0 |
| May 2015 | Good | 7 out of 10 | 450 | 96.0 |
| May 2013 | Good | 7 out of 10 | 450 | 96.0 |
| May 2011 | Good | 7 out of 10 | 1300 | 96.0 |
| June 2009 | Good | 7 out of 10 | 1300 | 96.0 |
| June 2007 | Good | 7 out of 10 | 1000 | 96.0 |
| June 2005 | Good | 7 out of 10 | 1100 | 79.0 |
| June 2003 | Good | 7 out of 10 | 1100 | 96.0 |
| June 2001 | Good | 7 out of 10 | 800 | 96.0 |
| June 1999 | Good | 7 out of 10 | 700 | 96.0 |
| June 1997 | Good | 7 out of 10 | 700 | 96.0 |
| January 1996 | Good | 8 out of 10 | 600 | 96.0 |
| January 1994 | Fair | N out of 10 | 600 | 43.2 |
| January 1992 | Fair | N out of 10 | 600 | 58.5 |
© 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/1611506
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1611506