RAMP TO I-70 EB over I-70 EB-WB


+39.10607, -94.72853
39°06'22" N, 94°43'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:RAMP TO I-70 EB over I-70 EB-WB
Structure number:999907001052753
Location:0.15 MI E TURNER DIAG
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:79.1 ft. [24.1 m]
Total length:256.9 ft. [78.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Prestressed concrete continuous [6]
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:5,365 [as of 2000]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Scour condition:Bridge not over waterway. [N]
Operating rating:79.3 tons [72.1 metric tons]
Inventory rating:47.5 tons [43.2 metric tons]
Sufficiency rating:97.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$213,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201597.0Not deficientGoodGoodVery Good5365
June 201370.0Structurally deficientGoodPoorVery Good5365
May 201197.0Not deficientGoodGoodVery Good5365
May 200997.0Not deficientGoodGoodVery Good5365
June 200798.0Not deficientGoodGoodVery Good5365
June 200597.0Not deficientGoodGoodVery Good5365
June 200390.0Functionally obsoleteGoodGoodVery Good5365
August 200190.0Functionally obsoleteGoodVery GoodVery Good5365
November 199990.0Functionally obsoleteGoodVery GoodVery Good5365
August 199790.0Functionally obsoleteGoodVery GoodVery Good5365
June 199590.0Not deficientVery GoodVery GoodVery Good5365
March 199591.0Not deficientGoodVery GoodVery Good5365
June 199391.0Not deficientVery GoodVery GoodVery Good5365
June 199276.0Not deficientVery GoodVery GoodVery Good5365
August 199176.0Not deficientVery GoodVery GoodVery Good5365