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W WOODROW WILSON over TRIB TOWN CRK

Hinds County, Mississippi

Map

Coordinates:
+32.32378, -90.21702
32°19'26" N, 90°13'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	W WOODROW WILSON over TRIB TOWN CRK
Structure number:	SA2500000000251
Location:	SEC 32 T 6N R 1E
Purpose:	Carries highway over waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	12.1 ft. `[3.7 m]`
Total length:	25.9 ft. `[7.9 m]`
Roadway width between curbs:	42.0 ft. `[12.8 m]`
Deck width edge-to-edge:	76.1 ft. `[23.2 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1962
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	2
Main spans material:	Concrete `[1]`
Main spans design:	Culvert `[19]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	17,000 `[as of 2016]`
Truck traffic:	8% of total traffic
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
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]`
Operating rating:	47.5 tons `[43.2 metric tons]`
Inventory rating:	35.6 tons `[32.4 metric tons]`
Sufficiency rating:	79.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$156,000

Previous Inspections

Date	Suff. Rating	Condition	Culvert Condition	SD/FO	ADT
February 2016	79.0	Good	7 out of 10	FO	17000
February 2015	79.0	Good	8 out of 10	FO	17000
February 2014	78.8	Good	8 out of 10	FO	18000
February 2012	78.8	Good	8 out of 10	FO	18000
February 2010	78.8	Good	8 out of 10	FO	18000
November 2007	78.8	Good	8 out of 10	FO	18000
November 2005	78.8	Good	8 out of 10	FO	18000
February 2004	78.8	Good	8 out of 10	FO	18000
January 2002	78.8	Good	8 out of 10	FO	18000
February 2000	79.2	Good	8 out of 10	FO	14650
March 1998	79.2	Good	8 out of 10	FO	14650
April 1996	79.2	Good	8 out of 10	FO	14650

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.

Element	Units	Quantity	1. Good	2. Fair	3. Poor	4. Serious
Culvert
Reinforced Concrete Culvert	linear ft.	150	103	39	8	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	84	46	38	0	0
Steel Protective Coating	sq. ft.	162	82	0	0	80

© Copyright 2012-18, 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/1306296