Route 29 Bus. over Stadium Road
Map
Coordinates:
+37.39378, -79.1574037°23'38" N, 79°09'27" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Route 29 Bus. over Stadium Road |
Structure number: | 000000000020529 |
Location: | 1.86-NCL Lynch/2.19-Rt128 |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 111.9 ft. [34.1 m] |
Total length: | 111.9 ft. [34.1 m] |
Roadway width between curbs: | 69.2 ft. [21.1 m] |
Deck width edge-to-edge: | 75.1 ft. [22.9 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1994 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: January 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 37,916 [as of 2014] |
Truck traffic: | 2% 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: | Better than present minimum criteria [7] |
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: | 94.4 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2017 | Good | Good | Good | Good | 37916 | 94.4 |
January 2015 | Good | Good | Very Good | Good | 37916 | 89.1 |
January 2013 | Good | Good | Good | Good | 44000 | 88.5 |
January 2011 | Good | Good | Good | Good | 43939 | 88.5 |
January 2009 | Good | Good | Very Good | Very Good | 43939 | 88.5 |
January 2007 | Good | Good | Very Good | Very Good | 42000 | 88.7 |
January 2005 | Good | Good | Very Good | Very Good | 42000 | 88.7 |
February 2003 | Good | Very Good | Very Good | Very Good | 42000 | 88.7 |
February 2001 | Good | Very Good | Very Good | Very Good | 42000 | 88.7 |
January 1999 | Good | Very Good | Very Good | Very Good | 42000 | 86.7 |
January 1997 | Good | Excellent | Excellent | Excellent | 42000 | 86.7 |
January 1995 | Good | Excellent | Excellent | Excellent | 42000 | 87.6 |
July 1993 | Poor | Poor | Fair | Poor | 40731 | 49.8 |
December 1991 | Poor | Poor | Satisfactory | Poor | 33560 | 53.3 |
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. | 1,100 | 0 | 1,040 | 60 | 0 |
Steel Protective Coating | sq. ft. | 15,400 | 14,000 | 0 | 1,400 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 8,428 | 8,428 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 7,765 | 7,765 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 152 | 131 | 21 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 145 | 145 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 110 | 0 | 0 | 110 | 0 |
Compression Joint | linear ft. | 152 | 0 | 152 | 0 | 0 |
Bearings |
Movable Bearing | each | 10 | 0 | 10 | 0 | 0 |
Fixed Bearing | each | 10 | 0 | 10 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 440 | 0 | 440 | 0 | 0 |