Share: 
NFA A079 over MILL CREEK
Map
Coordinates:
+35.68867, -85.34422
35°41'19" N, 85°20'39" W
+35.68867, -85.34422
35°41'19" N, 85°20'39" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | NFA A079 over MILL CREEK |
| Structure number: | 880A0790001 |
| Location: | 1 MI. W OF SR-284 JCT. |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 9.8 ft. [3.0 m] |
| Total length: | 40.7 ft. [12.4 m] |
| Roadway width between curbs: | 24.9 ft. [7.6 m] |
| Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
| Skew angle: | 35° |
| Owner: | County Highway Agency [02] |
| Year built: | 1999 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 2 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Culvert [19] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: October 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 50 [as of 2019] |
| Truck traffic: | 5% of total traffic |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Culvert condition: | No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 96.7 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| October 2018 | Good | 8 out of 10 | 50 | 96.7 |
| October 2016 | Good | 8 out of 10 | 50 | 96.0 |
| February 2015 | Good | 8 out of 10 | 50 | 99.0 |
| February 2013 | Good | 8 out of 10 | 50 | 99.0 |
| February 2011 | Good | 8 out of 10 | 50 | 99.0 |
| February 2009 | Good | 8 out of 10 | 50 | 99.0 |
| January 2007 | Good | 8 out of 10 | 50 | 99.0 |
| November 2004 | Good | 8 out of 10 | 50 | 99.0 |
| November 2002 | Good | 8 out of 10 | 50 | 100.0 |
| October 2000 | Good | 8 out of 10 | 50 | 100.0 |
| November 1999 | Good | 8 out of 10 | 50 | 100.0 |
© 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/1514442
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1514442