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US 19/SR 3 (NBL) over SR 520 BUSINESS
Map
Coordinates:
+31.57169, -84.11136
31°34'18" N, 84°06'41" W
+31.57169, -84.11136
31°34'18" N, 84°06'41" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Information not verified. Use at your own risk.
Facts
| 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 |
© Copyright 2012-18, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1094702
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1094702