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SR 2001 over RUDOLPH RUN
Map
Coordinates:
+39.76561, -80.18430
39°45'56" N, 80°11'03" W
+39.76561, -80.18430
39°45'56" N, 80°11'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SR 2001 over RUDOLPH RUN |
| Structure number: | 000000000018244 |
| Old structure number: | 302001007013620 (from 1992 edition) |
| Location: | PERRY TOWNSHIP |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 44.9 ft. [13.7 m] |
| Total length: | 44.9 ft. [13.7 m] |
| Roadway width between curbs: | 15.4 ft. [4.7 m] |
| Deck width edge-to-edge: | 17.4 ft. [5.3 m] |
| Skew angle: | 40° |
| Owner: | State Highway Agency [01] |
| Year built: | 1921 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Concrete [1] |
| Main span design: | Arch - Deck [11] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: September 2018
| Good/Fair/Poor Condition: | Poor |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 14 [as of 2015] |
| Truck traffic: | 9% of total traffic |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Deck geometry appraisal: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Superior to present desirable criteria [9] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| 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] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 60.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $37,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| September 2018 | Poor | - | Poor | Poor | 14 | 60.0 |
| September 2016 | Poor | - | Poor | Poor | 15 | 60.0 |
| September 2014 | Poor | - | Poor | Poor | 58 | 59.9 |
| September 2012 | Poor | - | Poor | Poor | 59 | 59.9 |
| September 2010 | Fair | - | Fair | Fair | 59 | 75.9 |
| September 2008 | Fair | - | Fair | Fair | 59 | 75.9 |
| September 2006 | Fair | - | Fair | Fair | 48 | 76.0 |
| September 2004 | Fair | - | Fair | Fair | 46 | 71.0 |
| September 2002 | Fair | - | Satisfactory | Satisfactory | 46 | 82.0 |
| September 2000 | Fair | - | Good | Satisfactory | 30 | 82.0 |
| September 1998 | Fair | - | Good | Satisfactory | 935 | 77.1 |
| September 1996 | Fair | - | Good | Satisfactory | 885 | 77.1 |
| September 1994 | Good | - | Good | Good | 868 | 77.8 |
| September 1992 | Good | - | Good | Good | 856 | 77.8 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Superstructure | ||||||
| Reinforced Concrete Arch | linear ft. | 45 | 25 | 10 | 10 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 48 | 48 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 90 | 75 | 10 | 5 | 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/1465210
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1465210