Route 128 EBL over Rt 670 Candlers Mtn Rd
Map
Coordinates:
+37.36341, -79.1693237°21'48" N, 79°10'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Route 128 EBL over Rt 670 Candlers Mtn Rd |
Structure number: | 000000000020550 |
Location: | 0.94-Rt 29A / 0.33-Rt.460 |
Purpose: | Carries highway over highway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 79.1 ft. [24.1 m] |
Roadway width between curbs: | 36.1 ft. [11.0 m] |
Deck width edge-to-edge: | 40.0 ft. [12.2 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 11° |
Owner: | State Highway Agency [01] |
Year built: | 1976 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 19,350 [as of 2014] |
Truck traffic: | 2% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 98.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Fair | Satisfactory | Satisfactory | Good | 19350 | 98.2 |
April 2016 | Fair | Satisfactory | Satisfactory | Good | 19350 | 98.2 |
April 2015 | Fair | Satisfactory | Satisfactory | Good | 19350 | 96.2 |
April 2014 | Fair | Satisfactory | Satisfactory | Good | 18000 | 96.3 |
April 2012 | Fair | Satisfactory | Satisfactory | Good | 8364 | 99.2 |
April 2010 | Fair | Satisfactory | Satisfactory | Good | 8364 | 99.2 |
April 2008 | Fair | Satisfactory | Satisfactory | Good | 8364 | 99.2 |
August 2006 | Fair | Satisfactory | Satisfactory | Good | 7824 | 99.3 |
June 2004 | Fair | Satisfactory | Satisfactory | Good | 8061 | 98.2 |
May 2002 | Fair | Satisfactory | Good | Good | 8027 | 98.2 |
July 2000 | Good | Good | Good | Good | 7755 | 93.0 |
May 1998 | Good | Good | Good | Good | 7755 | 93.0 |
July 1996 | Good | Good | Good | Good | 7755 | 93.0 |
June 1994 | Good | Very Good | Very Good | Very Good | 7755 | 93.0 |
May 1992 | Good | Very Good | Very Good | Very Good | 7755 | 93.0 |
June 1990 | Good | Very Good | Very Good | Very Good | 7755 | 93.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 86 | 79 | 7 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 94 | 0 | 94 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 40 | 25 | 0 | 12 | 3 |
Compression Joint | linear ft. | 40 | 40 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 150 | 149 | 1 | 0 | 0 |
Steel Protective Coating | sq. ft. | 440 | 440 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 158 | 0 | 157 | 1 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 3,165 | 0 | 2,768 | 397 | 0 |