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 

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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:89.4
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$10,231,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201589.4Functionally obsoleteGoodGoodGood26100
June 201389.4Functionally obsoleteGoodGoodGood26100
June 201189.6Functionally obsoleteGoodGoodGood24600
December 200989.6Functionally obsoleteGoodGoodGood24350
August 200787.4Functionally obsoleteGoodGoodGood25450
November 200587.3Functionally obsoleteGoodGoodGood26450
June 200387.7Functionally obsoleteGoodGoodVery Good22550
October 200187.6Functionally obsoleteGoodGoodVery Good24280
December 199987.6Functionally obsoleteVery GoodVery GoodGood24280
August 199783.3Not deficientVery GoodVery GoodGood24280
February 199586.7Not deficientVery GoodVery GoodVery Good2175
June 199387.6Not deficientVery GoodVery GoodVery Good15075
August 199190.5Not deficientVery GoodVery GoodVery Good18705