Share: 
NFA 2702 (SA 3625) over HORSE CREEK
Map
Coordinates:
+35.11694, -88.05056
35°07'01" N, 88°03'02" W
+35.11694, -88.05056
35°07'01" N, 88°03'02" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | NFA 2702 (SA 3625) over HORSE CREEK |
| Structure number: | 36027020007 |
| Location: | CHERRY CHAPEL RD |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 15.1 ft. [4.6 m] |
| Total length: | 49.9 ft. [15.2 m] |
| Skew angle: | 15° |
| Owner: | County Highway Agency [02] |
| Year built: | 1983 |
| 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: | Concrete continuous [2] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: May 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 80 [as of 2019] |
| Truck traffic: | 4% of total traffic |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| 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: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 97.0 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| May 2018 | Fair | 6 out of 10 | 80 | 97.0 |
| June 2016 | Fair | 6 out of 10 | 80 | 97.0 |
| June 2014 | Fair | 6 out of 10 | 80 | 97.0 |
| July 2012 | Fair | 6 out of 10 | 80 | 97.0 |
| August 2010 | Fair | 6 out of 10 | 80 | 97.0 |
| August 2008 | Fair | 6 out of 10 | 80 | 97.0 |
| September 2006 | Fair | 6 out of 10 | 50 | 97.0 |
| October 2004 | Fair | 6 out of 10 | 90 | 97.0 |
| November 2002 | Fair | 5 out of 10 | 100 | 85.9 |
| January 2001 | Fair | 5 out of 10 | 100 | 87.9 |
| June 1999 | Fair | 5 out of 10 | 90 | 83.9 |
| April 1997 | Fair | 6 out of 10 | 100 | 95.9 |
| January 1995 | Good | 8 out of 10 | 100 | 97.9 |
| May 1993 | Good | 8 out of 10 | 80 | 98.0 |
| February 1992 | Good | 8 out of 10 | 110 | 95.9 |
© 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/1503056
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1503056