SR 4010 over N. BR WILSON RUN
Map
Coordinates:
+39.96258, -77.7893939°57'45" N, 77°47'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 4010 over N. BR WILSON RUN |
Structure number: | 000000000017596 |
Old structure number: | 284010008012920 (from 1992 edition) |
Location: | 1 MI.N.E. OF EDENVILLE |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 20.0 ft. [6.1 m] |
Total length: | 23.0 ft. [7.0 m] |
Roadway width between curbs: | 22.0 ft. [6.7 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Skew angle: | 15° |
Owner: | State Highway Agency [01] |
Year built: | 1926 |
Year reconstructed: | 1963 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Concrete [1] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,555 [as of 2018] |
Truck traffic: | 9% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 78.0 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $199,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 1555 | 78.0 |
April 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 1561 | 78.0 |
April 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 1721 | 76.9 |
April 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 1672 | 76.9 |
April 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 1650 | 76.9 |
April 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 1384 | 77.1 |
April 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 1297 | 77.1 |
April 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 796 | 79.5 |
May 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 767 | 79.5 |
April 2000 | Fair | Satisfactory | Satisfactory | Good | 753 | 79.5 |
March 1998 | Fair | Satisfactory | Satisfactory | Good | 735 | 82.0 |
March 1996 | Fair | Satisfactory | Satisfactory | Good | 702 | 82.1 |
March 1994 | Fair | Satisfactory | Satisfactory | Good | 900 | 80.4 |
March 1992 | Fair | Satisfactory | Satisfactory | Good | 881 | 80.4 |
February 1990 | Fair | Satisfactory | Satisfactory | Good | 848 | 79.4 |
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 Girder/Beam | linear ft. | 129 | 104 | 25 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 551 | 545 | 6 | 0 | 0 |
Wearing Surfaces | sq. ft. | 508 | 508 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 72 | 72 | 0 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 72 | 72 | 0 | 0 | 0 |
Bearings |
Enclosed/Concealed Bearing | each | 12 | 12 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 46 | 46 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10,753 | 10,753 | 0 | 0 | 0 |