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RP IS64E TO GRAND over FDRL SIGN CO ENTR

Map

Coordinates:
+38.63081, -90.23506
38°37'51" N, 90°14'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RP IS64E TO GRAND over FDRL SIGN CO ENTR
Structure number:383
Old structure number:A 549 2 (from 1992 edition)
Location:S 16 T 45 N R 7 E
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:30.5 ft. [9.3 m]
Total length:70.9 ft. [21.6 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:32.8 ft. [10.0 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
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: July 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:5,765 [as of 2016]
Truck traffic:18% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 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 corrrective action [3]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:32.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$537,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017PoorPoorPoorFair576532.0
July 2015PoorPoorPoorSatisfactory561332.0
August 2013PoorPoorPoorGood283238.5
August 2011FairFairFairGood589172.8
August 2009FairSatisfactorySatisfactoryGood580486.2
August 2007FairSatisfactorySatisfactoryGood588788.1
August 2005FairSatisfactorySatisfactoryVery Good593888.0
July 2003FairSatisfactorySatisfactoryVery Good607786.8
July 2001FairSatisfactorySatisfactoryVery Good596468.1
July 1999FairSatisfactorySatisfactoryVery Good596465.8
June 1998FairSatisfactorySatisfactoryVery Good596465.8
July 1997FairSatisfactorySatisfactoryVery Good596465.8
July 1996FairSatisfactorySatisfactoryVery Good426067.4
November 1995FairSatisfactorySatisfactoryVery Good426067.4
February 1994FairSatisfactorySatisfactoryVery Good426067.4
March 1993FairSatisfactorySatisfactoryVery Good426067.4
November 1991FairSatisfactorySatisfactoryVery Good426067.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Columneach22000
Reinforced Concrete Abutmentlinear ft.82502930
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.142141010
Reinforced Concrete Bridge Raillinear ft.142087550
Deck
Reinforced Concrete Slabsq. ft.2,22101,2021,0190
Wearing Surfacessq. ft.1,98801,98170