SR 253 over SR 1 (US 27-US 84-SR 38)
Map
Coordinates:
+30.91140, -84.5941330°54'41" N, 84°35'39" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 253 over SR 1 (US 27-US 84-SR 38) |
Structure number: | 000000008700280 |
Location: | BAINBRIDGE - W SECTION |
Purpose: | Carries highway and pedestrian walkway over highway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 61.0 ft. [18.6 m] |
Total length: | 219.2 ft. [66.8 m] |
Roadway width between curbs: | 28.2 ft. [8.6 m] |
Deck width edge-to-edge: | 40.4 ft. [12.3 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1959 |
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: | Prestressed concrete [5] |
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: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,490 [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: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 71.4 |
Estimated cost of work: | $1,284,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | Satisfactory | Good | Good | 4490 | 71.4 |
October 2015 | Fair | Satisfactory | Good | Good | 4490 | 71.4 |
October 2013 | Fair | Satisfactory | Good | Good | 4490 | 71.4 |
November 2011 | Fair | Satisfactory | Good | Good | 12400 | 81.0 |
October 2009 | Fair | Satisfactory | Good | Good | 4850 | 81.4 |
October 2007 | Fair | Satisfactory | Good | Good | 4850 | 81.4 |
October 2005 | Fair | Satisfactory | Very Good | Good | 4420 | 81.5 |
October 2003 | Good | Good | Very Good | Good | 4900 | 82.4 |
October 2001 | Good | Good | Very Good | Good | 4800 | 82.4 |
November 1999 | Good | Good | Very Good | Good | 5400 | 81.7 |
October 1997 | Good | Good | Very Good | Good | 5400 | 81.7 |
June 1995 | Good | Good | Very Good | Good | 5100 | 78.5 |
September 1993 | Good | Good | Very Good | Good | 4110 | 78.6 |
October 1991 | Good | Good | Very Good | Very Good | 2980 | 78.7 |
Element Data
Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Prestressed Concrete Girder/Beam | linear ft. | 2,719 | 2,719 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 8,784 | 8,744 | 40 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 64 | 64 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 94 | 93 | 1 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 200 | 50 | 0 | 75 | 75 |
Bearings |
Movable Bearing | each | 20 | 0 | 20 | 0 | 0 |
Fixed Bearing | each | 20 | 0 | 20 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 436 | 436 | 0 | 0 | 0 |