Share: 
S.H. 51 over ROSS BRANCH
Map
Coordinates:
+35.89339, -94.99740
35°53'36" N, 94°59'51" W
+35.89339, -94.99740
35°53'36" N, 94°59'51" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | S.H. 51 over ROSS BRANCH |
| Structure number: | 234960000000000 |
| Location: | 18.1 MI E WAGONER C/L |
| Purpose: | Carries highway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 17.1 ft. [5.2 m] |
| Total length: | 44.9 ft. [13.7 m] |
| Skew angle: | 30° |
| Owner: | State Highway Agency [01] |
| Year built: | 1993 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 3 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: November 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 7,900 [as of 2016] |
| Truck traffic: | 7% of total traffic |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 69.9 |
| Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
| Estimated cost of work: | $1,144,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| November 2018 | Fair | 6 out of 10 | 7900 | 69.9 |
| November 2016 | Fair | 6 out of 10 | 7900 | 69.9 |
| November 2014 | Good | 7 out of 10 | 7900 | 84.9 |
| November 2012 | Good | 7 out of 10 | 7900 | 84.9 |
| November 2010 | Good | 7 out of 10 | 7800 | 84.9 |
| November 2008 | Good | 7 out of 10 | 7600 | 84.9 |
| November 2006 | Good | 7 out of 10 | 8600 | 84.9 |
| November 2004 | Good | 7 out of 10 | 6200 | 84.9 |
| November 2002 | Good | 7 out of 10 | 5460 | 69.9 |
| November 2000 | Good | 8 out of 10 | 4250 | 66.9 |
| December 1998 | Good | 8 out of 10 | 5090 | 66.9 |
| June 1995 | Good | 7 out of 10 | 6100 | 66.9 |
| January 1994 | Good | 8 out of 10 | 6100 | 69.9 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Culvert | ||||||
| Reinforced Concrete Culvert | linear ft. | 486 | 442 | 44 | 0 | 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/1442208
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1442208