SPOOKS HILL ROAD over COOPER'S RUN
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SPOOKS HILL ROAD over COOPER'S RUN |
Structure number: | 200000BC6523010 |
Location: | 0.8 MI E BECKLEYSVILLE RD |
Purpose: | Carries highway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 65.0 ft. [19.8 m] |
Total length: | 69.9 ft. [21.3 m] |
Roadway width between curbs: | 24.6 ft. [7.5 m] |
Deck width edge-to-edge: | 27.6 ft. [8.4 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 2016 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Prestressed concrete [5] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: December 2016
Good/Fair/Poor Condition: | Good |
Status: | New structure not yet open to traffic [G] |
Average daily traffic: | 95 [as of 2007] |
Deck condition: | Excellent [9 out of 9] |
Superstructure condition: | Excellent [9 out of 9] |
Substructure condition: | Excellent [9 out of 9] |
Structural appraisal: | Superior to present desirable criteria [9] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Operating rating: | 36.0 tons [32.7 metric tons] |
Inventory rating: | 36.0 tons [32.7 metric tons] |
Sufficiency rating: | 100.0 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
December 2016 | 100.0 | Good | Excellent | Excellent | Excellent | - | 95 |
December 2014 | 50.0 | Poor | Serious | Serious | Poor | SD | 95 |
December 2012 | 50.0 | Poor | Serious | Serious | Poor | SD | 95 |
December 2010 | 52.0 | Poor | Poor | Serious | Poor | SD | 95 |
December 2009 | 52.0 | Poor | Poor | Serious | Poor | SD | 95 |
December 2007 | 52.0 | Poor | Poor | Serious | Poor | SD | 95 |
November 2005 | 52.0 | Poor | Poor | Serious | Poor | SD | 95 |
October 2003 | 72.0 | Poor | - | Poor | Poor | SD | 100 |
November 2001 | 87.0 | Fair | Fair | Fair | Fair | - | 75 |
November 1999 | 87.0 | Fair | Fair | Fair | Fair | - | 75 |
December 1997 | 87.0 | Fair | Fair | Fair | Fair | - | 75 |
January 1997 | 87.0 | Fair | Fair | Fair | Fair | - | 75 |
July 1995 | 67.0 | Poor | Poor | Fair | Poor | SD | 75 |
November 1992 | 67.0 | Poor | Poor | Fair | Poor | SD | 75 |
November 1990 | 70.0 | Poor | Satisfactory | Fair | Poor | SD | 75 |