Share: 
NFA A980 (SA 5710) over S. FK. FORKED DEER RIVER
Map
Coordinates:
+35.61767, -88.85158
35°37'04" N, 88°51'06" W
+35.61767, -88.85158
35°37'04" N, 88°51'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | NFA A980 (SA 5710) over S. FK. FORKED DEER RIVER |
| Structure number: | 57S82060001 |
| Location: | IN JACKSON CITY LIMITS |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 73.2 ft. [22.3 m] |
| Total length: | 201.1 ft. [61.3 m] |
| Roadway width between curbs: | 32.2 ft. [9.8 m] |
| Deck width edge-to-edge: | 34.5 ft. [10.5 m] |
| Skew angle: | 6° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1993 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 3 |
| Main spans material: | Prestressed concrete continuous [6] |
| Main spans design: | Box Beam or girders - Single or Spread [06] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,320 [as of 2018] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| 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] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 90.1 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| July 2017 | Fair | Good | Good | Satisfactory | 2320 | 90.1 |
| August 2015 | Good | Good | Good | Good | 2320 | 90.1 |
| August 2013 | Good | Good | Good | Good | 2320 | 90.1 |
| August 2011 | Good | Good | Good | Good | 2320 | 90.1 |
| February 2010 | Good | Good | Good | Good | 2320 | 90.1 |
| March 2008 | Good | Good | Good | Good | 2320 | 90.1 |
| February 2006 | Good | Good | Good | Good | 3440 | 89.6 |
| February 2004 | Good | Good | Good | Good | 3600 | 89.5 |
| February 2002 | Good | Good | Good | Good | 3600 | 90.5 |
| July 2000 | Good | Good | Good | Good | 3600 | 85.4 |
| September 1998 | Good | Good | Good | Good | 3600 | 87.4 |
| August 1996 | Good | Very Good | Very Good | Very Good | 100 | 89.0 |
| June 1994 | Poor | Poor | Serious | Serious | 1200 | 14.6 |
| November 1992 | Poor | Poor | Serious | Serious | 3060 | 6.0 |
| January 1991 | Poor | Poor | Serious | Serious | 3060 | 6.0 |
© 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/1507884
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1507884