Share: 
NFA B006 over W PRG LITTLE PIGEON RIVE
Map
Coordinates:
+35.78845, -83.55450
35°47'18" N, 83°33'16" W
+35.78845, -83.55450
35°47'18" N, 83°33'16" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | NFA B006 over W PRG LITTLE PIGEON RIVE |
| Structure number: | 780B0060001 |
| Location: | IN PIGEON FORGE |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 68.9 ft. [21.0 m] |
| Total length: | 124.0 ft. [37.8 m] |
| Roadway width between curbs: | 24.6 ft. [7.5 m] |
| Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1913 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Number of main spans: | 3 |
| Main spans material: | Concrete [1] |
| Main spans design: | Arch - Deck [11] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 7,870 [as of 2018] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| 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] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 59.5 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $721,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| July 2017 | Fair | Fair | Fair | Satisfactory | 7870 | 59.5 |
| July 2015 | Fair | Fair | Fair | Satisfactory | 7870 | 59.5 |
| July 2013 | Fair | Fair | Fair | Satisfactory | 7870 | 59.5 |
| July 2011 | Fair | Fair | Fair | Satisfactory | 7870 | 59.5 |
| August 2009 | Fair | Fair | Fair | Satisfactory | 7870 | 59.5 |
| August 2007 | Fair | Fair | Fair | Satisfactory | 7870 | 59.5 |
| August 2005 | Fair | Fair | Fair | Satisfactory | 7870 | 56.5 |
| July 2003 | Fair | Fair | Fair | Satisfactory | 7870 | 56.5 |
| June 2001 | Fair | Fair | Fair | Satisfactory | 2250 | 59.2 |
| July 1999 | Fair | Fair | Fair | Satisfactory | 2250 | 59.2 |
| August 1997 | Fair | Fair | Fair | Satisfactory | 2250 | 59.2 |
| June 1995 | Fair | Fair | Fair | Satisfactory | 2250 | 56.9 |
| June 1993 | Fair | Fair | Fair | Satisfactory | 2250 | 56.9 |
| May 1991 | Fair | Fair | Fair | Satisfactory | 2250 | 55.9 |
© 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/1511527
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1511527