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E GRAND DR over RVR DES PERES LAGO

Map 

Coordinates:
+38.64167, -90.27333
38°38'30" N, 90°16'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:E GRAND DR over RVR DES PERES LAGO
Structure number:29450
Location:S
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:28.5 ft. [8.7 m]
Total length:95.5 ft. [29.1 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:54.5 ft. [16.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:2002
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:Concrete continuous [2]
Main spans design:Slab [01]
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:10 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:59.4 tons [54.0 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:91.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201491.9Not deficientGoodVery GoodVery Good10
April 201291.9Not deficientGoodVery GoodVery Good10
May 201091.9Not deficientGoodVery GoodVery Good10
April 200894.9Not deficientGoodVery GoodVery Good10
May 200694.9Not deficientExcellentExcellentExcellent10
April 200494.9Not deficientExcellentExcellentExcellent10
July 200294.9Not deficientExcellentExcellentExcellent10