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IS 44 W over CST THURMAN AVE (C

Map

Coordinates:
+38.61757, -90.25039
38°37'03" N, 90°15'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:IS 44 W over CST THURMAN AVE (C
Structure number:2249
Old structure number:A2600R 3 (from 1992 edition)
Location:S 28 T 45 N R 7 E
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:51.8 ft. [15.8 m]
Total length:110.9 ft. [33.8 m]
Roadway width between curbs:66.9 ft. [20.4 m]
Deck width edge-to-edge:68.2 ft. [20.8 m]
Owner:State Highway Agency [01]
Year built:1970
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: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:68,733 [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:Satisfactory [6 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]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:29.7 tons [27.0 metric tons]
Sufficiency rating:58.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$836,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201658.5PoorPoorPoorSatisfactorySD68733
August 201560.0PoorPoorPoorSatisfactorySD50561
August 201459.9PoorPoorPoorSatisfactorySD51915
August 201360.1PoorPoorPoorSatisfactorySD49467
October 201260.1PoorPoorPoorSatisfactorySD49221
August 201178.3FairFairFairSatisfactory-62377
August 200978.2FairFairFairSatisfactory-63643
August 200778.8FairFairFairSatisfactory-54873
August 200578.8FairFairFairSatisfactory-54796
September 200376.7FairFairFairSatisfactory-54307
October 200181.0FairFairFairSatisfactory-53297
July 200077.0FairFairFairSatisfactory-53384
July 199989.5FairSatisfactorySatisfactorySatisfactory-57695
July 199889.5FairSatisfactorySatisfactorySatisfactory-57695
July 199789.5FairSatisfactorySatisfactorySatisfactory-57695
August 199690.8FairSatisfactorySatisfactoryGood-54263
November 199591.8FairSatisfactorySatisfactoryGood-54263
December 199392.2FairSatisfactorySatisfactoryGood-49352
February 199392.2FairSatisfactorySatisfactoryGood-49352
November 199192.3FairSatisfactorySatisfactoryGood-47637

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Columneach80800
Reinforced Concrete Abutmentlinear ft.1520161360
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1110100110
Deck
Reinforced Concrete Slabsq. ft.7,6141,8754,3011,4380
Wearing Surfacessq. ft.7,43707,43700