Share: 
NFSR 981 over GRAGG PRONG CREEK
Map
Coordinates:
+36.03204, -81.80357
36°01'55" N, 81°48'13" W
+36.03204, -81.80357
36°01'55" N, 81°48'13" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | NFSR 981 over GRAGG PRONG CREEK |
| Structure number: | 081105000003083 |
| Location: | 4.1 MI. W. JCT FS 45 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 49.9 ft. [15.2 m] |
| Total length: | 51.5 ft. [15.7 m] |
| Roadway width between curbs: | 12.1 ft. [3.7 m] |
| Deck width edge-to-edge: | 14.1 ft. [4.3 m] |
| Owner: | U.S. Forest Service [64] |
| Year built: | 1952 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Main span material: | Concrete [1] |
| Main span design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: April 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Posted for load [P] |
| Average daily traffic: | 25 [as of 1980] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| 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: | Basically intolerable requiring high priority of corrrective action [3] |
| 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 the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 40.4 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| April 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 25 | 40.4 |
| March 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 25 | 40.4 |
| March 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 25 | 40.4 |
| March 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 25 | 38.1 |
| March 2010 | Fair | Satisfactory | Satisfactory | Good | 25 | 76.9 |
| December 2005 | Good | Good | Very Good | Very Good | 25 | 77.9 |
| November 2003 | Good | Good | Very Good | Very Good | 25 | 79.9 |
| December 2001 | Good | Good | Very Good | Very Good | 25 | 79.9 |
© 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/1339489
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1339489