US 19/SR 3 (NBL) over SR 520 BUSINESS
Map
Coordinates:
+31.57169, -84.1113631°34'18" N, 84°06'41" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 19/SR 3 (NBL) over SR 520 BUSINESS |
Structure number: | 000000009500290 |
Location: | ALBANY - EASTSIDE (Ogleth |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 66.9 ft. [20.4 m] |
Total length: | 213.9 ft. [65.2 m] |
Roadway width between curbs: | 55.1 ft. [16.8 m] |
Deck width edge-to-edge: | 58.7 ft. [17.9 m] |
Vertical clearance below bridge: | 19.7 ft. [6.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1974 |
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: | 4 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: December 2015
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 24,730 [as of 2012] |
Truck traffic: | 1% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Operating rating: | 34.7 tons [31.5 metric tons] |
Inventory rating: | 20.8 tons [18.9 metric tons] |
Sufficiency rating: | 75.4 |
Estimated cost of work: | $1,254,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
December 2015 | 75.4 | Fair | Satisfactory | Good | Good | - | 24730 |
December 2013 | 75.4 | Good | Good | Good | Good | - | 24730 |
December 2011 | 77.0 | Good | Good | Good | Good | - | 31220 |
December 2009 | 77.0 | Good | Good | Good | Good | - | 31220 |
November 2007 | 77.0 | Good | Good | Very Good | Very Good | - | 31220 |
December 2005 | 95.7 | Good | Good | Very Good | Very Good | - | 27600 |
December 2003 | 95.6 | Good | Good | Very Good | Very Good | - | 29000 |
November 2001 | 90.5 | Good | Good | Very Good | Very Good | - | 29600 |
December 1999 | 91.3 | Good | Good | Very Good | Very Good | - | 14400 |
December 1997 | 91.3 | Good | Good | Very Good | Very Good | - | 14400 |
August 1995 | 92.0 | Good | Good | Very Good | Very Good | - | - |
October 1993 | 92.0 | Good | Good | Very Good | Very Good | - | - |
November 1991 | 91.4 | Good | Good | Very Good | Very Good | - | 7500 |
Element Data
Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element | Units | Quantity | 1. Good | 2. Fair | 3. Poor | 4. Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 1,846 | 1,846 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 15,844 | 15,844 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 12,562 | 12,550 | 12 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 9 | 9 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 124 | 124 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 186 | 186 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 295 | 205 | 0 | 50 | 40 |
Bearings |
Movable Bearing | each | 34 | 34 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 34 | 34 | 0 | 0 | 0 |
Fixed Bearing | each | 34 | 34 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 34 | 34 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 428 | 428 | 0 | 0 | 0 |