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I-70 WB HIGHWAY over I-635 SB HIGHWAY

Map 

Coordinates:
+39.10389, -94.67833
39°06'14" N, 94°40'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I-70 WB HIGHWAY over I-635 SB HIGHWAY
Structure number:999907001053033
Location:I-70 / I-635 INTERCHANGE
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:137.8 ft. [42.0 m]
Total length:361.9 ft. [110.3 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:58.7 ft. [17.9 m]
Vertical clearance above deck:16.4 ft. [5.0 m]
Vertical clearance below bridge:17.7 ft. [5.4 m]
Owner:State Toll Authority [31]
Year built:2004
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:3
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 2015 

Status:Open, no restriction [A]
Average daily traffic:37,850 [as of 2014]
Truck traffic:11% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Scour condition:Bridge not over waterway. [N]
Inventory rating:61.9 tons [56.3 metric tons]
Sufficiency rating:97.2
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$700,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201597.2Not deficientGoodVery GoodGood37850
June 201397.2Not deficientGoodVery GoodGood37850
May 201198.3Not deficientGoodVery GoodGood36400
May 200996.3Not deficientGoodVery GoodGood35400
June 200796.2Not deficientVery GoodVery GoodVery Good39000
June 20050.0Not applicableVery GoodVery GoodVery Good38050