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TUCKER BLVD over TRRA & UP RR

Map 

Coordinates:
+38.62228, -90.20031
38°37'20" N, 90°12'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:TUCKER BLVD over TRRA & UP RR
Structure number:13140
Old structure number:U387530009 115 (from 1992 edition)
Location:S 23 T 45 N R 7 E
Purpose:Carries highway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:118.1 ft. [36.0 m]
Total length:1420.0 ft. [432.8 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Vertical clearance above deck:15.7 ft. [4.8 m]
Vertical clearance below bridge:27.6 ft. [8.4 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1979
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:18
Main spans material:Steel [3]
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: March 2015 

Status:Posted for load [P]
Average daily traffic:21,000 [as of 2013]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:62.4 tons [56.7 metric tons]
Inventory rating:41.6 tons [37.8 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:49.7
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$18,159,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201549.7Structurally deficientSatisfactoryPoorSatisfactory21000
March 201366.4Functionally obsoleteSatisfactoryFairSatisfactory21000
March 201168.5Functionally obsoleteSatisfactoryFairSatisfactory21000
April 200968.5Functionally obsoleteSatisfactoryFairSatisfactory21000
May 200768.5Functionally obsoleteSatisfactoryFairSatisfactory21000
May 200579.7Functionally obsoleteSatisfactoryVery GoodVery Good21000
June 200379.8Functionally obsoleteSatisfactoryVery GoodVery Good20000
June 200179.8Functionally obsoleteGoodVery GoodVery Good20000
June 199974.4Functionally obsoleteGoodVery GoodVery Good20000
June 199175.0Functionally obsoleteVery GoodVery GoodVery Good19200