Highland Rd/627 over Neck Creek
Map
Coordinates:
+37.16507, -80.6453937°09'54" N, 80°38'43" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Highland Rd/627 over Neck Creek |
Structure number: | 000000000014560 |
Location: | 0.0-Rte617W; 0.60-Rte617E |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 107.9 ft. [32.9 m] |
Total length: | 108.9 ft. [33.2 m] |
Roadway width between curbs: | 15.4 ft. [4.7 m] |
Deck width edge-to-edge: | 17.7 ft. [5.4 m] |
Owner: | State Highway Agency [01] |
Year built: | 1927 |
Historic significance: | Historical significance is not determinable at this time [4] |
Main span material: | Concrete [1] |
Main span design: | Arch - Deck [11] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 774 [as of 2014] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 34.7 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $2,853,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Satisfactory | Fair | Satisfactory | 774 | 34.7 |
November 2017 | Fair | Satisfactory | Fair | Satisfactory | 774 | 34.7 |
November 2016 | Fair | Satisfactory | Fair | Satisfactory | 774 | 34.7 |
November 2015 | Fair | Satisfactory | Fair | Satisfactory | 774 | 34.7 |
November 2014 | Fair | Satisfactory | Good | Good | 867 | 44.8 |
November 2013 | Fair | Satisfactory | Good | Good | 867 | 44.8 |
November 2012 | Fair | Satisfactory | Good | Good | 867 | 44.8 |
November 2011 | Fair | Satisfactory | Good | Good | 867 | 44.8 |
November 2010 | Fair | Satisfactory | Good | Good | 867 | 44.8 |
December 2009 | Fair | Fair | Fair | Good | 867 | 33.6 |
December 2008 | Fair | Fair | Fair | Good | 1025 | 33.5 |
January 2008 | Fair | Fair | Fair | Good | 1025 | 33.5 |
January 2007 | Fair | Fair | Fair | Good | 1025 | 33.5 |
December 2005 | Fair | Fair | Fair | Good | 1025 | 33.5 |
December 2004 | Fair | Fair | Satisfactory | Very Good | 1025 | 43.8 |
December 2003 | Fair | Fair | Satisfactory | Very Good | 1025 | 43.8 |
December 2002 | Fair | Fair | Satisfactory | Very Good | 850 | 43.8 |
December 2001 | Fair | Fair | Satisfactory | Very Good | 850 | 43.8 |
December 2000 | Fair | Fair | Satisfactory | Very Good | 850 | 43.8 |
December 1999 | Fair | Fair | Satisfactory | Very Good | 850 | 43.8 |
January 1999 | Fair | Fair | Satisfactory | Very Good | 850 | 43.8 |
February 1998 | Fair | Fair | Satisfactory | Very Good | 850 | 43.8 |
January 1997 | Fair | Fair | Satisfactory | Very Good | 775 | 43.8 |
January 1995 | Fair | Fair | Good | Very Good | 775 | 46.6 |
January 1993 | Fair | Fair | Fair | Very Good | 775 | 36.4 |
January 1992 | Fair | Fair | Good | Very Good | 453 | 54.9 |
December 1990 | Fair | Fair | Good | Very Good | 453 | 54.9 |