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US 61 S over UP RR

Map 

Coordinates:
+38.28500, -90.39167
38°17'06" N, 90°23'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 61 S over UP RR
Structure number:29036
Location:S 226 T 41 N R 6 E
Purpose:Carries highway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:67.9 ft. [20.7 m]
Total length:179.1 ft. [54.6 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:66.6 ft. [20.3 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Owner:State Highway Agency [01]
Year built:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
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: November 2014 

Status:Open, no restriction [A]
Average daily traffic:9,704 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:83.2 tons [75.6 metric tons]
Inventory rating:49.5 tons [45.0 metric tons]
Sufficiency rating:99.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201499.1Not deficientGoodGoodExcellent9704
November 201299.1Not deficientVery GoodGoodExcellent9763
January 201299.0Not deficientVery GoodGoodExcellent10481
January 201099.0Not deficientVery GoodVery GoodExcellent10809
January 200899.0Not deficientVery GoodVery GoodExcellent10422
January 200699.0Not deficientExcellentExcellentExcellent10420
February 200498.7Not deficientExcellentExcellentExcellent10632
May 200298.7Not deficientExcellentExcellentExcellent10782