US 280 over LITTLE CREEK
Map
Coordinates:
+32.15433, -82.7595232°09'16" N, 82°45'34" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 280 over LITTLE CREEK |
Structure number: | 000000030900100 |
Location: | .5 MI E OF ALAMO |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 9.8 ft. [3.0 m] |
Total length: | 65.0 ft. [19.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1933 |
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: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,470 [as of 2011] |
Truck traffic: | 1% of total traffic |
Structural appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 92.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $381,000 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
July 2018 | Fair | 6 out of 10 | 2470 | 92.0 |
August 2016 | Fair | 6 out of 10 | 2470 | 92.0 |
August 2014 | Fair | 6 out of 10 | 2470 | 92.0 |
August 2012 | Fair | 6 out of 10 | 2470 | 92.0 |
August 2010 | Fair | 6 out of 10 | 3300 | 91.8 |
August 2008 | Fair | 6 out of 10 | 3300 | 91.8 |
August 2006 | Fair | 6 out of 10 | 2970 | 91.9 |
July 2004 | Fair | 6 out of 10 | 3650 | 91.8 |
July 2002 | Good | 7 out of 10 | 3700 | 91.7 |
July 2000 | Good | 7 out of 10 | 3900 | 91.7 |
October 1998 | Good | 7 out of 10 | 3200 | 89.8 |
December 1995 | Good | 7 out of 10 | 3200 | 89.7 |
January 1994 | Good | 7 out of 10 | 2980 | 89.8 |
January 1992 | Good | 7 out of 10 | 2980 | 89.8 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Culvert |
Reinforced Concrete Culvert | linear ft. | 252 | 0 | 141 | 111 | 0 |