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NFA D378 over BRANCH
Map
Coordinates:
+35.19256, -89.90953
35°11'33" N, 89°54'34" W
+35.19256, -89.90953
35°11'33" N, 89°54'34" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | NFA D378 over BRANCH |
| Structure number: | 790D3780001 |
| Location: | JOHN F KENNEDY PARK |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 12.1 ft. [3.7 m] |
| Total length: | 26.9 ft. [8.2 m] |
| Roadway width between curbs: | 29.5 ft. [9.0 m] |
| Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
| Owner: | Local Park, Forest, or Reservation Agency [12] |
| Year built: | 1980 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 18 / HS 20 [5] |
| 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: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: April 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 100 [as of 2018] |
| Truck traffic: | 2% of total traffic |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Better than present minimum criteria [7] |
| 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: | 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 the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 91.1 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| April 2017 | Fair | 6 out of 10 | 100 | 91.1 |
| May 2015 | Good | 7 out of 10 | 100 | 94.1 |
| May 2013 | Good | 7 out of 10 | 100 | 91.1 |
| June 2011 | Good | 7 out of 10 | 100 | 91.1 |
| August 2009 | Good | 7 out of 10 | 100 | 91.1 |
| November 2007 | Good | 7 out of 10 | 100 | 91.1 |
| November 2005 | Good | 7 out of 10 | 100 | 91.1 |
| November 2003 | Good | 7 out of 10 | 100 | 91.1 |
| December 2001 | Good | 7 out of 10 | 100 | 91.1 |
| April 2000 | Good | 7 out of 10 | 100 | 91.1 |
| April 1998 | Good | 7 out of 10 | 100 | 90.0 |
| May 1996 | Good | 7 out of 10 | 100 | 92.0 |
© Copyright 2012-19, 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/1512114
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1512114