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IS 44 W over CST KINGSHIGHWAY BLVD

Map

Coordinates:
+38.61851, -90.26649
38°37'07" N, 90°15'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:IS 44 W over CST KINGSHIGHWAY BLVD
Structure number:2063
Location:S 19 T 45 N R 6 E
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:62.7 ft. [19.1 m]
Total length:174.9 ft. [53.3 m]
Roadway width between curbs:66.9 ft. [20.4 m]
Deck width edge-to-edge:68.2 ft. [20.8 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:11°
Owner:State Highway Agency [01]
Year built:1971
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:4
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:32,986 [as of 2016]
Truck traffic:12% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:51.5 tons [46.8 metric tons]
Inventory rating:30.7 tons [27.9 metric tons]
Sufficiency rating:62.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,246,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201662.4PoorPoorPoorGoodSD32986
August 201561.5PoorPoorPoorGoodSD44744
August 201461.4PoorPoorPoorGoodSD45938
August 201359.4PoorPoorPoorGoodSD43772
October 201239.1PoorPoorPoorGoodSD55195
August 201158.4FairFairFairGood-55195
October 201051.3FairFairFairGoodFO55753
August 200930.9PoorPoorPoorGoodSD56316
August 200837.0PoorPoorPoorGoodSD48737
August 200737.0PoorPoorPoorGoodSD48555
August 200637.0PoorPoorPoorGoodSD48555
August 200557.4FairSatisfactoryFairGoodFO48506
September 200354.2FairSatisfactoryFairGoodFO48073
October 200182.4FairSatisfactoryFairGood-47178

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Columneach128400
Reinforced Concrete Abutmentlinear ft.1631501300
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.175175000
Reinforced Concrete Bridge Raillinear ft.350034730
Deck
Reinforced Concrete Slabsq. ft.12,19606,1896,0070
Wearing Surfacessq. ft.11,725011,72500