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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 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10 [as of 2016]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201691.9GoodGoodVery GoodVery Good-10
April 201491.9GoodGoodVery GoodVery Good-10
April 201291.9GoodGoodVery GoodVery Good-10
May 201091.9GoodGoodVery GoodVery Good-10
April 200894.9GoodGoodVery GoodVery Good-10
May 200694.9GoodExcellentExcellentExcellent-10
April 200494.9GoodExcellentExcellentExcellent-10
July 200294.9GoodExcellentExcellentExcellent-10