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I-635 SB HIGHWAY over KANSAS RIVER UPRR

Map

Coordinates:
+39.10179, -94.67976
39°06'06" N, 94°40'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-635 SB HIGHWAY over KANSAS RIVER UPRR
Structure number:999963501050441
Location:0.28 MILES S I-70
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:265.1 ft. [80.8 m]
Total length:2199.3 ft. [670.3 m]
Roadway width between curbs:59.1 ft. [18.0 m]
Deck width edge-to-edge:61.7 ft. [18.8 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:21°
Owner:State Highway Agency [01]
Year built:1976
Year reconstructed:2006
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:8
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:Fair
Status:Open, no restriction [A]
Average daily traffic:38,600 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:74.4 tons [67.6 metric tons]
Inventory rating:44.6 tons [40.5 metric tons]
Sufficiency rating:92.3
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$4,492,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201692.3FairGoodGoodSatisfactory-38600
June 201591.3FairGoodGoodSatisfactory-38550
June 201391.3GoodVery GoodVery GoodGood-38550
May 201191.2GoodVery GoodGoodGood-39850
May 200991.2GoodVery GoodVery GoodGood-39450
June 200791.2GoodVery GoodVery GoodGood-40000
February 200591.5GoodVery GoodVery GoodGood-36500
June 200390.0FairFairGoodGood-40850
August 200187.7FairFairGoodGood-41050
December 199989.2FairSatisfactoryGoodGood-36660
October 199770.5FairSatisfactoryGoodGood-37310
May 199592.4GoodGoodGoodGood-34315
December 199491.2GoodGoodGoodGood-36865
June 199392.1FairSatisfactoryGoodGood-37950
September 199157.5GoodGoodGoodGoodFO37730

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.11,44511,4281700
Steel Protective Coatingsq. ft.43,01342,5830215215
Deck
Reinforced Concrete Decksq. ft.137,252136,323857720
Wearing Surfacessq. ft.137,252136,535645720
Substructure
Reinforced Concrete Columneach3936210
Reinforced Concrete Abutmentlinear ft.154148600
Reinforced Concrete Pier Caplinear ft.99693846120
Joints
Strip Seal Jointlinear ft.210208020
Assembly without Seal Jointlinear ft.128128000
Bearings
Movable Bearingeach10199110
Fixed Bearingeach2828000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4,5584,4867200