I670 HWY EB over I70 HWY,3RPS,KS RV,RR'S


+39.09911, -94.62279
39°05'57" N, 94°37'22" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I670 HWY EB over I70 HWY,3RPS,KS RV,RR'S
Structure number:999967001052431
Location:1.06 MI E MILL ST.
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:250.0 ft. [76.2 m]
Total length:5296.2 ft. [1614.2 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:58.7 ft. [17.9 m]
Vertical clearance below bridge:26.2 ft. [8.0 m]
Owner:State Highway Agency [01]
Year built:1990
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:4
Main spans material:Steel continuous [4]
Main spans design:Girder and floorbeam system [03]
Deck type:Not applicable [N]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:26,100 [as of 2014]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Operating rating:79.1 tons [71.9 metric tons]
Inventory rating:47.4 tons [43.1 metric tons]
Sufficiency rating:89.4
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$10,231,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201589.4GoodGoodGoodGoodFO26100
June 201389.4GoodGoodGoodGoodFO26100
June 201189.6GoodGoodGoodGoodFO24600
December 200989.6GoodGoodGoodGoodFO24350
August 200787.4GoodGoodGoodGoodFO25450
November 200587.3GoodGoodGoodGoodFO26450
June 200387.7GoodGoodGoodVery GoodFO22550
October 200187.6GoodGoodGoodVery GoodFO24280
December 199987.6GoodVery GoodVery GoodGoodFO24280
August 199783.3GoodVery GoodVery GoodGood-24280
February 199586.7GoodVery GoodVery GoodVery Good-2175
June 199387.6GoodVery GoodVery GoodVery Good-15075
August 199190.5GoodVery GoodVery GoodVery Good-18705