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US0090 over DRAIN CANAL

Jefferson Parish, Louisiana

Map

Coordinates:
+29.91149, -90.22856
29°54'41" N, 90°13'43" W

Facts

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

Name:	US0090 over DRAIN CANAL
Structure number:	022600051002551
Location:	2.8 MI WEST OF US 90B
Purpose:	Carries highway over waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	38.1 ft. `[11.6 m]`
Total length:	78.1 ft. `[23.8 m]`
Roadway width between curbs:	23.0 ft. `[7.0 m]`
Deck width edge-to-edge:	29.9 ft. `[9.1 m]`
Owner:	State Highway Agency `[01]`
Year built:	1953
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:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: May 2015

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	12,240 `[as of 2015]`
Truck traffic:	14% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
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:	Better than present minimum criteria `[7]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Operating rating:	42.6 tons `[38.7 metric tons]`
Inventory rating:	30.7 tons `[27.9 metric tons]`
Sufficiency rating:	77.9
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$400,000

Previous Inspections

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
May 2015	77.9	Good	Good	Good	Good	FO	12240
June 2013	77.9	Good	Good	Good	Good	FO	12240
June 2011	76.9	Fair	Good	Satisfactory	Good	FO	14820
July 2009	76.9	Fair	Good	Satisfactory	Good	FO	17880
July 2008	76.9	Fair	Good	Satisfactory	Good	FO	18780
June 2007	65.9	Fair	Good	Fair	Good	FO	24720
February 2006	65.9	Fair	Good	Fair	Good	FO	21960
February 2005	65.9	Fair	Good	Fair	Good	FO	22020
January 2004	62.9	Fair	Good	Fair	Good	FO	20160
May 2002	62.9	Fair	Good	Fair	Good	FO	19380
October 2000	60.9	Fair	Good	Fair	Good	FO	13614
October 1998	75.9	Fair	Good	Satisfactory	Very Good	FO	15076
August 1996	75.9	Good	Very Good	Very Good	Very Good	FO	11644
August 1994	75.9	Fair	Satisfactory	Good	Good	FO	11137
September 1992	75.9	Fair	Satisfactory	Good	Good	FO	13757
October 1989	75.9	Fair	Satisfactory	Good	Good	FO	13757

Element Data

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

Element	Units	Quantity	1. Good	2. Fair	3. Poor	4. Serious
Superstructure
Reinforced Concrete Girder/Beam	linear ft.	390	390	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	1,872	1,872	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	65	65	0	0	0
Prestressed Concrete Pile	each	6	6	0	0	0
Reinforced Concrete Pier Cap	linear ft.	27	27	0	0	0
Bearings
Movable Bearing	each	20	0	10	10	0
Bridge Rail
Other Material Bridge Rail	linear ft.	78	0	78	0	0

© 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/1220926