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CITY STREET over CITRUS CANAL

Orleans Parish, Louisiana

Map

Coordinates:
+30.02945, -89.98056
30°01'46" N, 89°58'50" W

Facts

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

Name:	CITY STREET over CITRUS CANAL
Structure number:	023630018895871
Location:	0.1MI.E OF BUNDY ROA
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Local (Urban) `[19]`
Length of largest span:	20.0 ft. `[6.1 m]`
Total length:	79.1 ft. `[24.1 m]`
Roadway width between curbs:	32.5 ft. `[9.9 m]`
Deck width edge-to-edge:	39.4 ft. `[12.0 m]`
Skew angle:	16°
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1975
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:	4
Main spans material:	Concrete `[1]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	1,000 `[as of 1970]`
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Poor `[4 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge with "unknown" foundation that has not been evaluated for scour. `[U]`
Operating rating:	40.9 tons `[37.2 metric tons]`
Inventory rating:	25.0 tons `[22.7 metric tons]`
Sufficiency rating:	61.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$330,000

Previous Inspections

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
February 2017	61.0	Poor	Satisfactory	Satisfactory	Poor	SD	1000
February 2015	60.7	Poor	Satisfactory	Satisfactory	Poor	SD	1000
February 2013	60.7	Poor	Satisfactory	Satisfactory	Poor	SD	1000
March 2011	60.7	Poor	Satisfactory	Satisfactory	Poor	SD	1000
April 2009	87.8	Fair	Satisfactory	Satisfactory	Satisfactory	-	1000
March 2007	87.8	Fair	Satisfactory	Good	Satisfactory	-	1000
June 2005	87.8	Fair	Satisfactory	Good	Satisfactory	-	1000
May 2003	87.8	Fair	Satisfactory	Good	Satisfactory	-	1000
December 2001	87.8	Fair	Satisfactory	Good	Satisfactory	-	1000
June 1999	59.7	Poor	Fair	Good	Poor	SD	1000
July 1997	59.7	Poor	Fair	Good	Poor	SD	1000
June 1995	58.7	Poor	Fair	Good	Poor	SD	1000
May 1993	74.8	Fair	Fair	Good	Fair	-	1000
June 1991	59.7	Poor	Fair	Good	Poor	SD	1000

Element Data

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

Element	Units	Quantity	1. Good	2. Fair	3. Poor	4. Serious
Substructure
Reinforced Concrete Abutment	linear ft.	70	52	18	0	0
Timber Pile	each	35	10	23	2	0
Reinforced Concrete Pier Cap	linear ft.	135	0	135	0	0
Joints
Pourable Joint	linear ft.	170	0	170	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	160	0	20	140	0
Deck
Reinforced Concrete Slab	sq. ft.	2,720	0	2,720	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/1221741