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FAS 325 over TOWN CREEK
Map
Coordinates:
+36.56873, -85.12577
36°34'07" N, 85°07'33" W
+36.56873, -85.12577
36°34'07" N, 85°07'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | FAS 325 over TOWN CREEK |
| Structure number: | 69S42350001 |
| Location: | IN BYRDSTOWN |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 18.0 ft. [5.5 m] |
| Total length: | 27.9 ft. [8.5 m] |
| Roadway width between curbs: | 27.9 ft. [8.5 m] |
| Deck width edge-to-edge: | 31.5 ft. [9.6 m] |
| Skew angle: | 45° |
| Owner: | State Highway Agency [01] |
| Year built: | 1987 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Concrete [1] |
| Main span design: | Culvert [19] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 870 [as of 2017] |
| Truck traffic: | 12% 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 minimum criteria [6] |
| 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: | 89.1 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| November 2017 | Fair | 6 out of 10 | 870 | 89.1 |
| January 2016 | Good | 7 out of 10 | 790 | 89.2 |
| January 2014 | Good | 7 out of 10 | 810 | 90.2 |
| January 2012 | Good | 7 out of 10 | 870 | 90.1 |
| January 2010 | Good | 7 out of 10 | 860 | 90.1 |
| January 2008 | Good | 7 out of 10 | 860 | 90.1 |
| January 2006 | Good | 7 out of 10 | 1010 | 90.1 |
| January 2004 | Good | 8 out of 10 | 980 | 90.1 |
| January 2002 | Good | 8 out of 10 | 1040 | 90.1 |
| January 2000 | Good | 8 out of 10 | 1020 | 91.1 |
| May 1998 | Good | 8 out of 10 | 1050 | 91.1 |
| May 1996 | Good | 8 out of 10 | 1050 | 90.1 |
| May 1994 | Good | 8 out of 10 | 900 | 90.1 |
| May 1992 | Good | 8 out of 10 | 980 | 90.1 |
| May 1990 | Good | 8 out of 10 | 980 | 90.1 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1510024
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1510024