HALL STREET over TANYARD BRANCH
Map
Coordinates:
+33.08914, -83.2315533°05'21" N, 83°13'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | HALL STREET over TANYARD BRANCH |
Structure number: | 000000000950350 |
Location: | CITY OF MILLEDGEVILLE |
Purpose: | Carries highway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 8.9 ft. [2.7 m] |
Total length: | 29.9 ft. [9.1 m] |
Roadway width between curbs: | 28.5 ft. [8.7 m] |
Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1994 |
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: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: March 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,096 [as of 2011] |
Truck traffic: | 1% of total traffic |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 89.7 |
Estimated cost of work: | $176,000 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
March 2016 | Fair | 6 out of 10 | 1096 | 89.7 |
March 2014 | Fair | 6 out of 10 | 1096 | 89.7 |
March 2012 | Fair | 6 out of 10 | 1096 | 88.4 |
March 2010 | Fair | 6 out of 10 | 870 | 88.5 |
March 2008 | Fair | 6 out of 10 | 870 | 88.5 |
March 2006 | Fair | 6 out of 10 | 480 | 96.0 |
March 2004 | Fair | 6 out of 10 | 830 | 88.5 |
March 2002 | Fair | 6 out of 10 | 830 | 97.0 |
March 2000 | Fair | 6 out of 10 | 1060 | 97.0 |
March 1998 | Good | 7 out of 10 | 1060 | 96.9 |
April 1996 | Good | 7 out of 10 | 1060 | 96.9 |
July 1994 | Good | 8 out of 10 | 76 | 97.0 |
Element Data
Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Culvert |
Reinforced Concrete Culvert | linear ft. | 90 | 45 | 45 | 0 | 0 |