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

Map 

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

Facts 

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: 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: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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:91.4
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$10,258,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201591.4Functionally obsoleteGoodGoodGood26100
May 201491.4Functionally obsoleteGoodGoodGood26100
April 201391.6Functionally obsoleteGoodGoodGood24100
July 201291.7Functionally obsoleteGoodGoodGood23550
September 201191.6Functionally obsoleteGoodGoodVery Good24600
June 201091.6Functionally obsoleteGoodGoodVery Good24600
April 200991.6Functionally obsoleteGoodGoodVery Good24350
June 200871.8Functionally obsoleteGoodGoodVery Good25150
August 200789.4Functionally obsoleteGoodGoodVery Good25450
July 200689.6Functionally obsoleteGoodGoodVery Good23550
June 200589.3Functionally obsoleteGoodGoodVery Good26450
December 200489.5Functionally obsoleteGoodGoodGood25200
June 200387.7Functionally obsoleteGoodGoodVery Good22550
June 200287.5Functionally obsoleteGoodGoodVery Good25040
November 200187.6Functionally obsoleteGoodGoodVery Good24280
April 200087.6Functionally obsoleteGoodVery GoodVery Good24280
December 199987.6Functionally obsoleteGoodVery GoodVery Good24280
October 199883.3Not deficientGoodVery GoodVery Good24280
August 199783.3Not deficientGoodVery GoodVery Good24280
March 199683.6Not deficientGoodVery GoodGood22057
February 199544.2Not deficientVery GoodVery GoodVery Good2175
June 199341.6Not deficientVery GoodVery GoodVery Good15075
August 199190.5Not deficientVery GoodVery GoodVery Good18705