FAS 1662 over NS RAILROAD
Map
Coordinates:
+31.75823, -84.7518331°45'30" N, 84°45'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FAS 1662 over NS RAILROAD |
Structure number: | 000000024300200 |
Location: | 2.5 MI E OF CUTHBERT |
Purpose: | Carries highway over railroad |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 74.2 ft. [22.6 m] |
Total length: | 111.9 ft. [34.1 m] |
Roadway width between curbs: | 24.6 ft. [7.5 m] |
Deck width edge-to-edge: | 27.6 ft. [8.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 1992 |
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: | 3 |
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: June 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 440 [as of 2008] |
Truck traffic: | 3% 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: | 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] |
Operating rating: | 85.1 tons [77.4 metric tons] |
Inventory rating: | 50.5 tons [45.9 metric tons] |
Sufficiency rating: | 88.2 |
Estimated cost of work: | $656,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
June 2016 | 88.2 | Good | Good | Good | Good | - | 440 |
June 2014 | 88.2 | Good | Good | Good | Good | - | 440 |
June 2012 | 86.7 | Good | Good | Good | Good | - | 440 |
July 2010 | 86.7 | Good | Very Good | Good | Very Good | - | 440 |
June 2008 | 86.7 | Good | Very Good | Very Good | Very Good | - | 440 |
June 2006 | 87.8 | Good | Very Good | Very Good | Very Good | - | 380 |
May 2004 | 86.7 | Good | Very Good | Very Good | Very Good | - | 440 |
June 2002 | 87.8 | Good | Very Good | Very Good | Very Good | - | 400 |
June 2000 | 86.6 | Good | Very Good | Very Good | Very Good | - | 640 |
August 1998 | 86.6 | Good | Very Good | Very Good | Very Good | - | 640 |
April 1996 | 86.6 | Good | Very Good | Very Good | Very Good | - | 640 |
May 1994 | 86.1 | Good | Very Good | Very Good | Very Good | - | 640 |
April 1993 | 86.1 | Good | Very Good | Very Good | Very Good | - | 640 |
May 1992 | 17.1 | Poor | Poor | Poor | Serious | SD | 640 |
April 1990 | 17.1 | Poor | Poor | Poor | Serious | SD | 640 |
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. | 672 | 672 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 3,090 | 3,090 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 90 | 90 | 0 | 0 | 0 |
Steel Pile | each | 12 | 12 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 90 | 90 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 96 | 96 | 0 | 0 | 0 |
Bearings |
Movable Bearing | each | 18 | 18 | 0 | 0 | 0 |
Fixed Bearing | each | 18 | 18 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 186 | 186 | 0 | 0 | 0 |
Coatings |
Steel Protective Coating | sq. ft. | 6,611 | 6,541 | 70 | 0 | 0 |