LANSDOWNE AVE over RVR DES PERES

Map 

Facts 

Name:	LANSDOWNE AVE over RVR DES PERES
Structure number:	29759
Location:	S 35 T 45 N R 6 E
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Minor Arterial (Urban) [16]
Length of largest span:	120.1 ft. [36.6 m]
Total length:	277.9 ft. [84.7 m]
Roadway width between curbs:	68.9 ft. [21.0 m]
Deck width edge-to-edge:	95.5 ft. [29.1 m]
Skew angle:	32°
Owner:	City or Municipal Highway Agency [04]
Year built:	2003
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:	3
Main spans material:	Steel continuous [4]
Main spans design:	Stringer/Multi-beam or girder [02]
Deck type:	Concrete Cast-in-Place [1]
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2015 

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction [A]
Average daily traffic:	17,000 [as of 2013]
Truck traffic:	2% of total traffic
Deck condition:	Good [7 out of 9]
Superstructure condition:	Fair [5 out of 9]
Substructure condition:	Satisfactory [6 out of 9]
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:	Superior to present desirable criteria [9]
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]
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	88.1 tons [80.1 metric tons]
Inventory rating:	52.5 tons [47.7 metric tons]
Sufficiency rating:	85.1

Previous Inspections 

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
April 2015	85.1	Fair	Good	Fair	Satisfactory	-	17000
April 2013	96.4	Good	Very Good	Very Good	Good	-	17000
March 2011	96.4	Good	Very Good	Excellent	Very Good	-	17000
April 2009	96.4	Good	Very Good	Excellent	Very Good	-	17000
May 2007	96.4	Good	Very Good	Excellent	Very Good	-	17000
January 2006	96.4	Good	Very Good	Excellent	Very Good	-	17000
December 2002	96.4	Good	Excellent	Excellent	Excellent	-	17000