LOCAL ROAD over SAINT CHARLES CANAL

Map 

Facts 

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	-