FAS 1120 over LITTLE CREEK
Map
Coordinates:
+32.21523, -82.7780132°12'55" N, 82°46'41" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FAS 1120 over LITTLE CREEK |
Structure number: | 000000030900230 |
Location: | 4 MI N OF ALAMO |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 20.0 ft. [6.1 m] |
Total length: | 61.0 ft. [18.6 m] |
Roadway width between curbs: | 32.2 ft. [9.8 m] |
Deck width edge-to-edge: | 34.8 ft. [10.6 m] |
Owner: | County Highway Agency [02] |
Year built: | 1983 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 13.5 / HS 15 [3] |
Number of main spans: | 3 |
Main spans material: | Prestressed concrete [5] |
Main spans design: | Channel beam [22] |
Deck type: | Concrete Precast Panels [2] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 380 [as of 2011] |
Truck traffic: | 1% 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: | Equal to present minimum criteria [6] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 87.7 |
Estimated cost of work: | $358,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Good | Good | Good | Good | 380 | 87.7 |
August 2016 | Good | Good | Good | Good | 380 | 87.7 |
August 2014 | Good | Good | Good | Good | 380 | 87.7 |
August 2012 | Good | Good | Good | Good | 380 | 87.7 |
August 2010 | Good | Good | Good | Good | 320 | 87.8 |
August 2008 | Good | Good | Good | Good | 320 | 90.4 |
August 2006 | Good | Good | Good | Good | 270 | 90.4 |
July 2004 | Good | Good | Good | Good | 290 | 92.4 |
July 2002 | Good | Good | Good | Good | 400 | 92.4 |
July 2000 | Good | Good | Good | Good | 380 | 92.4 |
September 1998 | Good | Good | Good | Good | 380 | 89.4 |
December 1995 | Good | Very Good | Very Good | Very Good | 380 | 90.4 |
January 1994 | Good | Very Good | Very Good | Very Good | 380 | 90.4 |
January 1992 | Good | Very Good | Very Good | Very Good | 380 | 90.4 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Reinforced Concrete Girder/Beam | linear ft. | 669 | 669 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 2,112 | 2,097 | 15 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 72 | 72 | 0 | 0 | 0 |
Prestressed Concrete Pile | each | 6 | 0 | 6 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 72 | 72 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 64 | 0 | 0 | 0 | 64 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 122 | 110 | 12 | 0 | 0 |