Route 0029 over Garfield Avenue & NS Rwy
Map
Coordinates:
+37.39816, -79.1551137°23'53" N, 79°09'18" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Route 0029 over Garfield Avenue & NS Rwy |
Structure number: | 000000000020531 |
Location: | .03-Carroll/.10-15th St. |
Purpose: | Carries highway over highway and railroad |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 74.2 ft. [22.6 m] |
Total length: | 148.6 ft. [45.3 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: | 16.4 ft. [5.0 m] |
Skew angle: | 5° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1959 |
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] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: March 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: | Basically intolerable requiring high priority of replacement [2] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 83.7 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $2,346,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Good | Good | Good | Good | 37916 | 83.7 |
February 2015 | Good | Good | Good | Good | 37916 | 83.7 |
February 2013 | Good | Good | Good | Good | 37000 | 83.9 |
February 2011 | Good | Good | Good | Good | 43939 | 81.9 |
February 2009 | Good | Good | Very Good | Good | 43939 | 81.9 |
January 2007 | Good | Good | Very Good | Very Good | 42000 | 82.5 |
January 2005 | Good | Good | Very Good | Very Good | 42000 | 82.5 |
February 2003 | Good | Very Good | Very Good | Very Good | 42000 | 82.5 |
February 2001 | Good | Very Good | Very Good | Very Good | 42000 | 82.4 |
January 1999 | Good | Very Good | Very Good | Very Good | 42000 | 80.4 |
January 1997 | Good | Excellent | Excellent | Excellent | 42000 | 80.4 |
January 1995 | Good | Excellent | Excellent | Excellent | 42000 | 80.0 |
December 1993 | Poor | Poor | Fair | Poor | 40554 | 30.0 |
December 1991 | Poor | Poor | Fair | Poor | 33360 | 30.0 |
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. | 1,764 | 1,548 | 216 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 11,050 | 0 | 11,050 | 0 | 0 |
Wearing Surfaces | sq. ft. | 10,170 | 10,170 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 12 | 12 | 0 | 0 | 0 |
Reinforced Concrete Pier Wall | linear ft. | 132 | 0 | 132 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 152 | 151 | 1 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 156 | 156 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 147 | 0 | 0 | 147 | 0 |
Compression Joint | linear ft. | 304 | 0 | 304 | 0 | 0 |
Bearings |
Movable Bearing | each | 36 | 0 | 36 | 0 | 0 |
Steel Protective Coating | sq. ft. | 14,628 | 12,876 | 1,752 | 0 | 0 |
Fixed Bearing | each | 36 | 0 | 36 | 0 | 0 |
Steel Protective Coating | sq. ft. | 14,628 | 12,876 | 1,752 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 588 | 0 | 588 | 0 | 0 |