Crystal Hill Road over Little Terrible Creek
Map
Coordinates:
+36.84324, -78.9474936°50'36" N, 78°56'51" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Crystal Hill Road over Little Terrible Creek |
Structure number: | 000000000009223 |
Location: | 2.70 to 626 - 0.30 to 641 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 38.1 ft. [11.6 m] |
Total length: | 41.0 ft. [12.5 m] |
Roadway width between curbs: | 23.0 ft. [7.0 m] |
Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
Skew angle: | 10° |
Owner: | State Highway Agency [01] |
Year built: | 1932 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 388 [as of 2014] |
Truck traffic: | 1% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 41.9 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $495,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Fair | Fair | Fair | Fair | 388 | 41.9 |
January 2017 | Fair | Fair | Fair | Fair | 388 | 41.9 |
January 2015 | Fair | Satisfactory | Fair | Fair | 390 | 46.6 |
January 2014 | Fair | Satisfactory | Fair | Fair | 392 | 43.6 |
January 2013 | Fair | Satisfactory | Fair | Fair | 392 | 43.6 |
January 2012 | Fair | Satisfactory | Fair | Fair | 412 | 43.5 |
January 2011 | Fair | Fair | Fair | Fair | 412 | 42.5 |
January 2010 | Fair | Fair | Fair | Fair | 412 | 42.5 |
January 2009 | Fair | Fair | Satisfactory | Fair | 452 | 42.4 |
January 2008 | Fair | Fair | Satisfactory | Fair | 446 | 42.4 |
January 2007 | Fair | Fair | Satisfactory | Fair | 436 | 42.5 |
January 2006 | Fair | Fair | Satisfactory | Fair | 424 | 42.5 |
January 2005 | Fair | Satisfactory | Satisfactory | Fair | 423 | 43.5 |
January 2004 | Fair | Satisfactory | Good | Fair | 420 | 43.5 |
February 2002 | Fair | Fair | Good | Good | 550 | 49.5 |
February 2001 | Fair | Fair | Good | Fair | 557 | 43.3 |
February 2000 | Fair | Fair | Good | Fair | 557 | 43.3 |
March 1998 | Fair | Good | Good | Fair | 541 | 44.3 |
March 1997 | Fair | Good | Good | Fair | 380 | 44.3 |
May 1995 | Fair | Very Good | Good | Fair | 380 | 44.3 |
March 1994 | Good | Very Good | Good | Good | 501 | 51.3 |
March 1993 | Good | Very Good | Good | Good | 202 | 57.8 |
January 1992 | Good | Very Good | Very Good | Good | 202 | 57.8 |