LANSDOWNE AVE over RVR DES PERES
Map
Coordinates:
+38.59213, -90.3176738°35'32" N, 90°19'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
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 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 17,000 [as of 2017] |
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: | Basically intolerable requiring high priority of replacement [2] |
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] |
Sufficiency rating: | 67.5 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $2,596,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Fair | Good | Fair | Satisfactory | 17000 | 67.5 |
April 2015 | Fair | Good | Fair | Satisfactory | 17000 | 85.1 |
April 2013 | Good | Very Good | Very Good | Good | 17000 | 96.4 |
March 2011 | Good | Very Good | Excellent | Very Good | 17000 | 96.4 |
April 2009 | Good | Very Good | Excellent | Very Good | 17000 | 96.4 |
May 2007 | Good | Very Good | Excellent | Very Good | 17000 | 96.4 |
January 2006 | Good | Very Good | Excellent | Very Good | 17000 | 96.4 |
December 2002 | Good | Excellent | Excellent | Excellent | 17000 | 96.4 |