I670 HWY WB over 70 HWY 3RPS,KS RV, RR'S


+39.09982, -94.62243
39°05'59" N, 94°37'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I670 HWY WB over 70 HWY 3RPS,KS RV, RR'S
Structure number:999967001052441
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:5309.6 ft. [1618.3 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:58.7 ft. [17.9 m]
Vertical clearance below bridge:24.9 ft. [7.6 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: June 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:25,400 [as of 2015]
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:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:92.8 tons [84.4 metric tons]
Inventory rating:55.9 tons [50.8 metric tons]
Sufficiency rating:91.5
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$10,258,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201691.5GoodGoodGoodGoodFO25400
April 201591.4GoodGoodGoodGoodFO26100
May 201491.4GoodGoodGoodGoodFO26100
April 201391.6GoodGoodGoodGoodFO24100
July 201291.7GoodGoodGoodGoodFO23550
September 201191.6GoodGoodGoodVery GoodFO24600
June 201091.6GoodGoodGoodVery GoodFO24600
April 200991.6GoodGoodGoodVery GoodFO24350
June 200871.8GoodGoodGoodVery GoodFO25150
August 200789.4GoodGoodGoodVery GoodFO25450
July 200689.6GoodGoodGoodVery GoodFO23550
June 200589.3GoodGoodGoodVery GoodFO26450
December 200489.5GoodGoodGoodGoodFO25200
June 200387.7GoodGoodGoodVery GoodFO22550
June 200287.5GoodGoodGoodVery GoodFO25040
November 200187.6GoodGoodGoodVery GoodFO24280
April 200087.6GoodGoodVery GoodVery GoodFO24280
December 199987.6GoodGoodVery GoodVery GoodFO24280
October 199883.3GoodGoodVery GoodVery Good-24280
August 199783.3GoodGoodVery GoodVery Good-24280
March 199683.6GoodGoodVery GoodGood-22057
February 199544.2GoodVery GoodVery GoodVery Good-2175
June 199341.6GoodVery GoodVery GoodVery Good-15075
August 199190.5GoodVery GoodVery GoodVery Good-18705