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RVR DES PERES BLVD over MACKENZIE CR

Map 

Coordinates:
+38.57833, -90.31000
38°34'42" N, 90°18'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RVR DES PERES BLVD over MACKENZIE CR
Structure number:31083
Location:S 18 T 44 N R 6 E
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:74.5 ft. [22.7 m]
Total length:78.1 ft. [23.8 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:65.3 ft. [19.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:2006
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:16,500 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:93.1 tons [84.6 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:80.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201480.1Not deficientVery GoodVery GoodExcellent16500
April 201380.1Not deficientVery GoodVery GoodExcellent16500
March 201280.1Not deficientVery GoodVery GoodExcellent16500
March 201180.1Not deficientVery GoodVery GoodExcellent16500
April 200980.1Not deficientVery GoodVery GoodExcellent16500
May 200780.1Not deficientVery GoodVery GoodExcellent16500
July 200580.1Not deficientExcellentExcellentExcellent16500