Share:

W WOODROW WILSON over TRIB TOWN CRK

Hinds County, Mississippi

Map

Coordinates:
+32.32622, -90.20974
32°19'34" N, 90°12'35" 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 2018

Good/Fair/Poor Condition:	Good
Status:	Open, posting recommended but not legally implemented `[B]`
Average daily traffic:	18,700 `[as of 2018]`
Truck traffic:	8% of total traffic
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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]`
Sufficiency rating:	66.0
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	Condition	Culvert Condition	ADT	Suff. Rating
February 2018	Good	7 out of 10	18700	66.0
February 2016	Good	7 out of 10	17000	79.0
February 2015	Good	8 out of 10	17000	79.0
February 2014	Good	8 out of 10	18000	78.8
February 2012	Good	8 out of 10	18000	78.8
February 2010	Good	8 out of 10	18000	78.8
November 2007	Good	8 out of 10	18000	78.8
November 2005	Good	8 out of 10	18000	78.8
February 2004	Good	8 out of 10	18000	78.8
January 2002	Good	8 out of 10	18000	78.8
February 2000	Good	8 out of 10	14650	79.2
March 1998	Good	8 out of 10	14650	79.2
April 1996	Good	8 out of 10	14650	79.2

Element Data

Source: National Bridge Elements dataset, 2018 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 2012-19, 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/1306296