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I-635 NTO I-70 W over I-635 SB HIGHWAY

Map 

Coordinates:
+39.10417, -94.68000
39°06'15" N, 94°40'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I-635 NTO I-70 W over I-635 SB HIGHWAY
Structure number:999963501053021
Location:I-635 / I-70 INTERCHANGE
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:150.9 ft. [46.0 m]
Total length:370.1 ft. [112.8 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:32.5 ft. [9.9 m]
Vertical clearance above deck:19.4 ft. [5.9 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Owner:State Highway Agency [01]
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:8,120 [as of 2006]
Truck traffic:10% 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:Superior to present desirable criteria [9]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Inventory rating:70.8 tons [64.4 metric tons]
Sufficiency rating:99.6
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$381,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201599.6Not deficientGoodVery GoodGood8120
June 201399.6Not deficientGoodVery GoodGood8120
May 201199.6Not deficientVery GoodVery GoodVery Good8120
May 200999.6Not deficientVery GoodGoodVery Good8120
June 200799.6Not deficientVery GoodVery GoodVery Good8120
June 20050.0Not applicableVery GoodVery GoodVery Good-