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LOCAL ROAD over SAINT CHARLES CANAL

Orleans Parish, Louisiana

Map

Coordinates:
+30.03077, -90.00916
30°01'51" N, 90°00'33" W

Facts

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

Name:	LOCAL ROAD over SAINT CHARLES CANAL
Structure number:	023630018900052
Location:	0.5 M E. OF NEW CASTLE
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Local (Urban) `[19]`
Length of largest span:	19.0 ft. `[5.8 m]`
Total length:	170.9 ft. `[52.1 m]`
Roadway width between curbs:	24.3 ft. `[7.4 m]`
Deck width edge-to-edge:	35.4 ft. `[10.8 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1960
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:	9
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: January 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
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]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge with "unknown" foundation that has not been evaluated for scour. `[U]`
Operating rating:	38.0 tons `[34.5 metric tons]`
Inventory rating:	25.0 tons `[22.7 metric tons]`
Sufficiency rating:	70.2
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$547,000

Previous Inspections

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
January 2017	70.2	Fair	Satisfactory	Satisfactory	Fair	FO	-
January 2015	69.9	Fair	Satisfactory	Satisfactory	Fair	FO	-
January 2013	80.9	Fair	Satisfactory	Satisfactory	Satisfactory	FO	-
February 2011	80.9	Fair	Satisfactory	Satisfactory	Satisfactory	FO	-
April 2009	80.9	Fair	Satisfactory	Satisfactory	Satisfactory	FO	-
March 2007	80.9	Fair	Satisfactory	Satisfactory	Satisfactory	FO	-
May 2005	80.9	Fair	Satisfactory	Satisfactory	Satisfactory	FO	-
July 2003	80.9	Fair	Satisfactory	Satisfactory	Satisfactory	FO	-
November 2001	69.9	Fair	Satisfactory	Satisfactory	Fair	FO	-
June 1999	68.9	Fair	Fair	Good	Fair	FO	-
June 1997	80.9	Fair	Satisfactory	Good	Satisfactory	FO	-
June 1995	80.9	Fair	Satisfactory	Good	Satisfactory	FO	-
May 1993	69.9	Fair	Satisfactory	Good	Fair	FO	-
June 1991	53.9	Poor	Satisfactory	Good	Poor	SD	-

Element Data

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

Element	Units	Quantity	1. Good	2. Fair	3. Poor	4. Serious
Deck
Reinforced Concrete Deck	sq. ft.	4,128	0	4,128	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	60	55	5	0	0
Timber Pile	each	36	10	19	7	0
Reinforced Concrete Pier Cap	linear ft.	240	240	0	0	0
Joints
Pourable Joint	linear ft.	240	0	240	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	344	71	31	242	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/1221744