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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 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:16,500 [as of 2016]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201680.1GoodVery GoodVery GoodExcellent-16500
April 201480.1GoodVery GoodVery GoodExcellent-16500
April 201380.1GoodVery GoodVery GoodExcellent-16500
March 201280.1GoodVery GoodVery GoodExcellent-16500
March 201180.1GoodVery GoodVery GoodExcellent-16500
April 200980.1GoodVery GoodVery GoodExcellent-16500
May 200780.1GoodVery GoodVery GoodExcellent-16500
July 200580.1GoodExcellentExcellentExcellent-16500