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

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201597.0GoodGoodGoodVery Good-5365
June 201370.0PoorGoodPoorVery GoodSD5365
May 201197.0GoodGoodGoodVery Good-5365
May 200997.0GoodGoodGoodVery Good-5365
June 200798.0GoodGoodGoodVery Good-5365
June 200597.0GoodGoodGoodVery Good-5365
June 200390.0GoodGoodGoodVery GoodFO5365
August 200190.0GoodGoodVery GoodVery GoodFO5365
November 199990.0GoodGoodVery GoodVery GoodFO5365
August 199790.0GoodGoodVery GoodVery GoodFO5365
June 199590.0GoodVery GoodVery GoodVery Good-5365
March 199591.0GoodGoodVery GoodVery Good-5365
June 199391.0GoodVery GoodVery GoodVery Good-5365
June 199276.0GoodVery GoodVery GoodVery Good-5365
August 199176.0GoodVery GoodVery GoodVery Good-5365