Share: 
NFA A276 over CLEAR FORK RIVER
Map
Coordinates:
+36.38805, -84.62933
36°23'17" N, 84°37'46" W
+36.38805, -84.62933
36°23'17" N, 84°37'46" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | NFA A276 over CLEAR FORK RIVER |
| Structure number: | 760A2760001 |
| Location: | 3.3 MI NW OF ROBBINS |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 67.6 ft. [20.6 m] |
| Total length: | 265.1 ft. [80.8 m] |
| Roadway width between curbs: | 22.0 ft. [6.7 m] |
| Deck width edge-to-edge: | 24.3 ft. [7.4 m] |
| Skew angle: | 17° |
| Owner: | County Highway Agency [02] |
| Year built: | 2006 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 4 |
| Main spans material: | Prestressed concrete continuous [6] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| 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: | 2% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| 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: | 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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 98.9 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2018 | Good | Very Good | Very Good | Good | 50 | 98.9 |
| October 2016 | Good | Very Good | Very Good | Good | 50 | 98.9 |
| November 2014 | Good | Very Good | Very Good | Very Good | 50 | 98.9 |
| November 2012 | Good | Excellent | Excellent | Excellent | 50 | 98.9 |
| December 2010 | Good | Excellent | Excellent | Excellent | 50 | 98.9 |
| November 2008 | Good | Excellent | Excellent | Excellent | 50 | 98.9 |
| October 2006 | Good | Excellent | Excellent | Excellent | 50 | 98.9 |
| October 2004 | Poor | Poor | Critical | Critical | 50 | 13.0 |
| August 2002 | Poor | Poor | Critical | Critical | 50 | 13.0 |
| July 2000 | Poor | Fair | Serious | Serious | 50 | 13.0 |
| November 1998 | Poor | Fair | Serious | Serious | 50 | 13.0 |
| January 1997 | Poor | Fair | Serious | Serious | 30 | 14.6 |
| July 1996 | Poor | Satisfactory | Serious | Serious | 30 | 14.6 |
| November 1994 | Poor | Serious | Serious | Serious | 30 | 14.6 |
| June 1993 | Poor | Serious | Serious | Serious | 30 | 14.6 |
| July 1992 | Poor | Serious | Serious | Serious | 30 | 14.6 |
| November 1991 | Poor | Serious | Serious | Serious | 30 | 14.6 |
© 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/1511285
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1511285