Valley View Blvd over I-581
Map
Coordinates:
+37.29754, -79.9583837°17'51" N, 79°57'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Valley View Blvd over I-581 |
Structure number: | 000000000025427 |
Location: | 1.70-RT 101; 0.00-INT.581 |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 134.8 ft. [41.1 m] |
Total length: | 240.8 ft. [73.4 m] |
Roadway width between curbs: | 78.1 ft. [23.8 m] |
Deck width edge-to-edge: | 87.6 ft. [26.7 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 2° |
Owner: | State Highway Agency [01] |
Year built: | 1999 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 2 |
Main spans material: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 16,000 [as of 2014] |
Truck traffic: | 3% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 98.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Good | Good | Good | Good | 16000 | 98.0 |
July 2015 | Good | Good | Good | Good | 16000 | 100.0 |
July 2013 | Good | Good | Good | Good | 71353 | 100.0 |
August 2011 | Good | Good | Good | Good | 71353 | 100.0 |
August 2009 | Good | Good | Good | Good | 71353 | 100.0 |
August 2007 | Good | Good | Very Good | Good | 71402 | 100.0 |
August 2005 | Good | Good | Very Good | Good | 75628 | 100.0 |
August 2003 | Good | Good | Very Good | Good | 62428 | 100.0 |
September 2001 | Good | Very Good | Very Good | Good | 61107 | 100.0 |
August 1999 | Good | Excellent | Very Good | Excellent | - | 100.0 |
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. | 2,717 | 2,690 | 27 | 0 | 0 |
Steel Protective Coating | sq. ft. | 37,132 | 37,107 | 25 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 21,096 | 21,076 | 20 | 0 | 0 |
Wearing Surfaces | sq. ft. | 18,771 | 18,771 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 5 | 5 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 1,003 | 1,003 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 192 | 192 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 1,960 | 1,960 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 85 | 85 | 0 | 0 | 0 |
Concrete Protective Coating | sq. ft. | 1,384 | 1,384 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 130 | 122 | 8 | 0 | 0 |
Bearings |
Movable Bearing | each | 22 | 18 | 4 | 0 | 0 |
Steel Protective Coating | sq. ft. | 10,753 | 10,753 | 0 | 0 | 0 |
Fixed Bearing | each | 11 | 11 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 33 | 33 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 466 | 466 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 644 | 644 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 720 | 576 | 144 | 0 | 0 |