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EB I670 EXIT RP WG over TOPOGRAPHY & RR

Map

Coordinates:
+39.09868, -94.60743
39°05'55" N, 94°36'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EB I670 EXIT RP WG over TOPOGRAPHY & RR
Structure number:999967001052481
Location:0.03 MI W MISSOURI ST.LN.
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:98.4 ft. [30.0 m]
Total length:286.8 ft. [87.4 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1990
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:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Not applicable [N]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:24,350 [as of 2009]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:69.0 tons [62.7 metric tons]
Inventory rating:41.2 tons [37.5 metric tons]
Sufficiency rating:96.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$257,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201696.0GoodGoodGoodGoodFO24350
April 201596.0GoodGoodGoodGoodFO24350
May 201496.0GoodGoodGoodGoodFO24350
April 201396.0GoodGoodGoodGoodFO24350
July 201296.0GoodGoodGoodGoodFO24350
November 201196.0GoodGoodGoodGoodFO24350
June 201096.0GoodGoodGoodGoodFO24350
May 200994.0GoodGoodGoodGoodFO24350
June 200894.0GoodGoodGoodGoodFO25150
November 200794.0GoodGoodGoodGoodFO25450
July 200696.0GoodGoodVery GoodGoodFO23550
October 200596.0GoodGoodVery GoodGoodFO26450
December 200496.0GoodVery GoodVery GoodVery GoodFO25200
June 200398.0GoodVery GoodVery GoodVery Good-100
June 200298.0GoodVery GoodVery GoodVery Good-100
November 200198.0GoodVery GoodVery GoodVery Good-100
March 200098.0GoodVery GoodVery GoodVery Good-100
December 199998.0GoodVery GoodVery GoodVery Good-100
October 199897.2GoodVery GoodVery GoodVery Good-100
August 199799.2GoodVery GoodVery GoodVery Good-100
March 199697.2GoodVery GoodVery GoodVery Good-100
February 199571.0GoodVery GoodVery GoodVery Good-100
July 199473.0GoodVery GoodVery GoodVery Good-100
June 199373.0GoodVery GoodVery GoodVery Good-100
August 1991100.0GoodVery GoodVery GoodVery Good-100

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.5705185020
Steel Protective Coatingsq. ft.10,7535,2694,3011,075108
Deck
Reinforced Concrete Decksq. ft.7,5007,35015000
Wearing Surfacessq. ft.7,5007,35015000
Substructure
Reinforced Concrete Columneach65010
Joints
Strip Seal Jointlinear ft.2626000
Bearings
Movable Bearingeach66000
Fixed Bearingeach22000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.573573000