Candlers Mtn Rd over Route 29 Business
Map
Coordinates:
+37.36882, -79.1782437°22'08" N, 79°10'42" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Candlers Mtn Rd over Route 29 Business |
Structure number: | 000000000020547 |
Location: | .29 Rt 29BP/1.43 Rt 460BP |
Purpose: | Carries highway over highway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 77.1 ft. [23.5 m] |
Total length: | 144.0 ft. [43.9 m] |
Roadway width between curbs: | 80.4 ft. [24.5 m] |
Deck width edge-to-edge: | 86.9 ft. [26.5 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 22° |
Owner: | State Highway Agency [01] |
Year built: | 1959 |
Year reconstructed: | 1983 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 3 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 35,000 [as of 2017] |
Truck traffic: | 4% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Poor [4 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Underclearances appraisal: | Basically intolerable requiring high priority of replacement [2] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 51.1 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $2,268,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Poor | Fair | Poor | Fair | 35000 | 51.1 |
September 2017 | Poor | Fair | Poor | Fair | 39000 | 50.1 |
September 2016 | Poor | Fair | Poor | Fair | 39000 | 50.1 |
September 2015 | Poor | Satisfactory | Poor | Fair | 39000 | 51.3 |
September 2014 | Poor | Satisfactory | Poor | Fair | 20290 | 56.0 |
September 2013 | Poor | Satisfactory | Poor | Fair | 20290 | 56.0 |
September 2012 | Poor | Satisfactory | Poor | Fair | 20290 | 56.0 |
September 2011 | Poor | Satisfactory | Poor | Fair | 20290 | 57.0 |
September 2010 | Poor | Satisfactory | Poor | Fair | 20290 | 57.0 |
September 2009 | Poor | Satisfactory | Poor | Fair | 20290 | 57.0 |
August 2008 | Poor | Satisfactory | Poor | Fair | 19421 | 57.2 |
September 2007 | Poor | Satisfactory | Poor | Fair | 18228 | 57.5 |
August 2006 | Poor | Satisfactory | Poor | Fair | 17819 | 58.6 |
May 2005 | Poor | Satisfactory | Poor | Fair | 17732 | 63.0 |
June 2004 | Poor | Satisfactory | Poor | Fair | 19292 | 63.0 |
May 2003 | Poor | Satisfactory | Poor | Fair | 19396 | 63.0 |
June 2002 | Poor | Satisfactory | Poor | Fair | 9611 | 63.0 |
May 2001 | Poor | Satisfactory | Poor | Fair | 9653 | 63.0 |
May 2000 | Fair | Satisfactory | Fair | Fair | 15410 | 79.0 |
September 1998 | Poor | Satisfactory | Poor | Fair | 15410 | 64.0 |
May 1996 | Fair | Satisfactory | Fair | Fair | 15410 | 80.0 |
May 1994 | Fair | Satisfactory | Fair | Fair | 15410 | 80.0 |
April 1992 | Fair | Satisfactory | Satisfactory | Fair | 15410 | 80.0 |
May 1990 | Fair | Satisfactory | Satisfactory | Fair | 15410 | 83.0 |
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 |
Steel Girder/Beam | linear ft. | 1,872 | 1,552 | 242 | 78 | 0 |
Steel Protective Coating | sq. ft. | 16,703 | 0 | 16,703 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 12,522 | 12,358 | 150 | 14 | 0 |
Substructure |
Reinforced Concrete Column | each | 10 | 5 | 3 | 2 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 168 | 11 | 128 | 29 | 0 |
Reinforced Concrete Abutment | linear ft. | 172 | 134 | 28 | 10 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 184 | 147 | 30 | 7 | 0 |
Joints |
Compression Joint | linear ft. | 340 | 0 | 0 | 340 | 0 |
Bearings |
Elastomeric Bearing | each | 39 | 0 | 36 | 3 | 0 |
Fixed Bearing | each | 39 | 0 | 39 | 0 | 0 |
Steel Protective Coating | sq. ft. | 78 | 0 | 78 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 288 | 282 | 6 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 288 | 287 | 0 | 1 | 0 |