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TUCKER BLVD over TRRA & UP RR

Map

Coordinates:
+38.62228, -90.20031
38°37'20" N, 90°12'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Good/Fair/Poor Condition:Poor
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]
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201549.7PoorSatisfactoryPoorSatisfactorySD21000
March 201366.4FairSatisfactoryFairSatisfactoryFO21000
March 201168.5FairSatisfactoryFairSatisfactoryFO21000
April 200968.5FairSatisfactoryFairSatisfactoryFO21000
May 200768.5FairSatisfactoryFairSatisfactoryFO21000
May 200579.7FairSatisfactoryVery GoodVery GoodFO21000
June 200379.8FairSatisfactoryVery GoodVery GoodFO20000
June 200179.8GoodGoodVery GoodVery GoodFO20000
June 199974.4GoodGoodVery GoodVery GoodFO20000
June 199175.0GoodVery GoodVery GoodVery GoodFO19200

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.12,76112,63013010
Steel Protective Coatingsq. ft.8,8648,2244901500
Deck
Reinforced Concrete Decksq. ft.110,9200110,7042160
Substructure
Reinforced Concrete Columneach6855850
Reinforced Concrete Pier Walllinear ft.46640735240
Reinforced Concrete Abutmentlinear ft.393039300
Reinforced Concrete Pier Caplinear ft.1,2641,13960650
Joints
Strip Seal Jointlinear ft.48032015640
Bearings
Movable Bearingeach153150300
Steel Protective Coatingsq. ft.9074691
Fixed Bearingeach4545000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2,7462,746000
Reinforced Concrete Bridge Raillinear ft.3,21002,7105000