Share: 
NFA 1163 (SA 9316) over BRANCH
Map
Coordinates:
+36.06788, -85.46692
36°04'04" N, 85°28'01" W
+36.06788, -85.46692
36°04'04" N, 85°28'01" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | NFA 1163 (SA 9316) over BRANCH |
| Structure number: | 93S42450007 |
| Location: | .5MI FROM PUTNAM CO LINE |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 15.1 ft. [4.6 m] |
| Total length: | 33.1 ft. [10.1 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 28.2 ft. [8.6 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1952 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | M 13.5 / H 15 [2] |
| 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: | Bituminous [6] |
Latest Available Inspection: February 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 430 [as of 2018] |
| Truck traffic: | 5% of total traffic |
| Structural appraisal: | Better than present minimum criteria [7] |
| 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] |
| Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 82.7 |
| Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
| Estimated cost of work: | $80,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| February 2018 | Good | 7 out of 10 | 430 | 82.7 |
| February 2016 | Good | 7 out of 10 | 430 | 78.3 |
| February 2014 | Good | 7 out of 10 | 430 | 78.3 |
| February 2012 | Good | 7 out of 10 | 430 | 78.3 |
| January 2010 | Good | 7 out of 10 | 430 | 78.3 |
| February 2008 | Good | 7 out of 10 | 430 | 78.3 |
| January 2006 | Good | 7 out of 10 | 420 | 78.3 |
| March 2004 | Good | 7 out of 10 | 470 | 78.3 |
| March 2002 | Good | 7 out of 10 | 510 | 78.3 |
| February 2000 | Good | 7 out of 10 | 490 | 78.3 |
| January 1998 | Good | 7 out of 10 | 480 | 78.3 |
| October 1995 | Good | 7 out of 10 | 460 | 77.3 |
| September 1993 | Good | 7 out of 10 | 410 | 77.3 |
| September 1991 | Good | 7 out of 10 | 340 | 85.9 |
© 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/1515584
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1515584