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I-70 WB HIGHWAY over KANSAS RIVER,3 RR,5 ST

Map 

Coordinates:
+39.11303, -94.61410
39°06'47" N, 94°36'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I-70 WB HIGHWAY over KANSAS RIVER,3 RR,5 ST
Structure number:999907001050301
Location:0.33 MI W MISSOURI ST LN
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:304.1 ft. [92.7 m]
Total length:3049.0 ft. [929.3 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:47.6 ft. [14.5 m]
Vertical clearance below bridge:28.9 ft. [8.8 m]
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:1984
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:2
Main spans material:Steel [3]
Main spans design:Truss - Deck [09]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: June 2015 

Status:Posted for other load-capacity restriction [R]
Average daily traffic:21,750 [as of 2014]
Truck traffic:15% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:46.9 tons [42.6 metric tons]
Inventory rating:27.9 tons [25.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:54.3
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$4,418,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201554.3Functionally obsoleteSatisfactoryFairSatisfactory21750
May 201454.3Functionally obsoleteSatisfactoryFairSatisfactory21750
June 201354.1Functionally obsoleteSatisfactoryFairSatisfactory22800
August 201254.2Functionally obsoleteSatisfactoryFairSatisfactory22300
June 201154.0Functionally obsoleteSatisfactoryFairSatisfactory23400
July 201056.5Functionally obsoleteGoodFairSatisfactory23400
October 200956.5Functionally obsoleteGoodFairSatisfactory23150
June 200855.9Functionally obsoleteGoodFairSatisfactory26650
October 200755.9Functionally obsoleteGoodFairSatisfactory26950
July 200651.3Functionally obsoleteGoodFairSatisfactory26400
June 200551.8Functionally obsoleteGoodFairSatisfactory23500
December 200452.2Functionally obsoleteGoodFairSatisfactory20850
June 200250.4Functionally obsoleteSatisfactoryFairSatisfactory18750
August 200150.7Functionally obsoleteGoodFairSatisfactory17050
December 200050.3Functionally obsoleteGoodFairSatisfactory18950
December 199950.3Functionally obsoleteGoodFairSatisfactory18950
October 199849.8Functionally obsoleteGoodFairSatisfactory21840
August 199749.3Functionally obsoleteGoodFairSatisfactory24325
March 199657.0Functionally obsoleteGoodFairSatisfactory24435
January 199558.9Functionally obsoleteGoodFairGood15405
July 199460.7Functionally obsoleteGoodFairGood17245
June 199359.8Functionally obsoleteGoodFairGood23870
February 199275.6Not deficientGoodSatisfactoryGood23235
August 199163.4Not deficientGoodSatisfactoryVery Good27050