FAS 933 over SPRING CREEK
Map
Coordinates:
+31.52516, -84.8235031°31'31" N, 84°49'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FAS 933 over SPRING CREEK |
Structure number: | 000000006100140 |
Location: | 2.5 MLES EAST OF BLUFFTO |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 15.1 ft. [4.6 m] |
Total length: | 89.9 ft. [27.4 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
Owner: | County Highway Agency [02] |
Year built: | 1954 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 6 |
Main spans material: | Concrete [1] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, would be posted or closed except for temporary shoring [D] |
Average daily traffic: | 420 [as of 2012] |
Truck traffic: | 1% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 28.6 |
Estimated cost of work: | $527,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Fair | Fair | Fair | 420 | 28.6 |
May 2015 | Fair | Fair | Fair | Fair | 420 | 28.6 |
May 2013 | Fair | Fair | Fair | Fair | 420 | 28.6 |
May 2011 | Fair | Fair | Fair | Fair | 440 | 27.1 |
May 2009 | Fair | Satisfactory | Satisfactory | Fair | 370 | 28.2 |
May 2007 | Fair | Satisfactory | Satisfactory | Fair | 370 | 28.2 |
May 2005 | Fair | Satisfactory | Satisfactory | Fair | 530 | 28.0 |
April 2003 | Fair | Satisfactory | Satisfactory | Fair | 500 | 28.1 |
February 2003 | Fair | Satisfactory | Satisfactory | Fair | 500 | 65.9 |
May 2001 | Poor | Satisfactory | Satisfactory | Poor | 700 | 27.9 |
June 1999 | Poor | Satisfactory | Good | Poor | 700 | 27.9 |
June 1997 | Poor | Satisfactory | Good | Poor | 475 | 28.1 |
April 1995 | Poor | Satisfactory | Good | Poor | 475 | 28.1 |
April 1993 | Poor | Satisfactory | Good | Poor | 475 | 42.5 |
May 1991 | Poor | Satisfactory | Good | Poor | 475 | 42.5 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Abutment | linear ft. | 50 | 50 | 0 | 0 | 0 |
Timber Pile | each | 33 | 13 | 20 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 125 | 122 | 3 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 168 | 32 | 0 | 68 | 68 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 180 | 180 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 2,322 | 2,292 | 0 | 30 | 0 |
Wearing Surfaces | sq. ft. | 2,322 | 2,322 | 0 | 0 | 0 |