SR 93 over LOST CREEK TRIB
Map
Coordinates:
+31.16651, -84.0511231°09'59" N, 84°03'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR 93 over LOST CREEK TRIB |
Structure number: | 000000020550920 |
Location: | APP. 1.4 MI. N. OF COTTON |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 120.1 ft. [36.6 m] |
Roadway width between curbs: | 38.1 ft. [11.6 m] |
Deck width edge-to-edge: | 41.3 ft. [12.6 m] |
Owner: | State Highway Agency [01] |
Year built: | 2004 |
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: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: July 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 740 [as of 2011] |
Truck traffic: | 11% 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: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
Sufficiency rating: | 99.8 |
Estimated cost of work: | $511,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2016 | Good | Good | Good | Good | 740 | 99.8 |
August 2014 | Good | Good | Good | Good | 740 | 99.8 |
July 2012 | Good | Very Good | Good | Good | 740 | 99.8 |
August 2010 | Good | Very Good | Very Good | Good | 510 | 99.9 |
September 2008 | Good | Very Good | Very Good | Very Good | 510 | 99.9 |
August 2006 | Good | Very Good | Very Good | Very Good | 510 | 99.9 |
May 2005 | Good | Very Good | Very Good | Very Good | 510 | 99.9 |
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 |
Reinforced Concrete Girder/Beam | linear ft. | 600 | 600 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 4,956 | 4,956 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 84 | 84 | 0 | 0 | 0 |
Prestressed Concrete Pile | each | 10 | 10 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 76 | 76 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 152 | 152 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 30 | 30 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 240 | 240 | 0 | 0 | 0 |