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

Map 

Coordinates:
+39.11283, -94.61435
39°06'46" N, 94°36'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I-70 EB HIGHWAY over KANSAS RIVER,3 RR,5 ST
Structure number:999907001050311
Location:0.34 MILES W MO ST LINE
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:299.9 ft. [91.4 m]
Total length:3776.8 ft. [1151.1 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:54.5 ft. [16.6 m]
Vertical clearance below bridge:28.9 ft. [8.8 m]
Owner:State Highway Agency [01]
Year built:1907
Year reconstructed:1972
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:Epoxy Overlay [5]

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:Good [7 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:70.8 tons [64.4 metric tons]
Inventory rating:41.9 tons [38.1 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:43.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$19,543,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201543.0Structurally deficientGoodPoorFair21750
May 201443.0Structurally deficientGoodPoorFair21750
June 201342.6Structurally deficientGoodPoorFair22800
August 201242.8Structurally deficientGoodPoorFair22300
June 201142.4Structurally deficientGoodPoorFair23400
July 201040.3Structurally deficientGoodPoorFair23400
October 200940.4Structurally deficientGoodPoorFair23150
June 200836.6Structurally deficientGoodPoorFair26650
October 200739.1Structurally deficientGoodPoorFair26950
July 200629.8Structurally deficientGoodPoorFair26400
June 200549.2Functionally obsoleteGoodFairSatisfactory23500
December 200449.9Functionally obsoleteGoodFairSatisfactory20850
June 200254.2Functionally obsoleteGoodFairSatisfactory18750
August 200154.6Functionally obsoleteGoodFairSatisfactory17050
December 200054.1Functionally obsoleteGoodFairSatisfactory18950
December 199954.1Functionally obsoleteGoodFairSatisfactory18950
October 199853.4Functionally obsoleteGoodFairSatisfactory21840
August 199752.8Functionally obsoleteGoodFairSatisfactory24325
March 199660.5Functionally obsoleteGoodFairSatisfactory24435
January 199562.3Functionally obsoleteGoodFairSatisfactory15405
July 199461.9Functionally obsoleteGoodFairSatisfactory17245
June 199360.3Functionally obsoleteGoodFairSatisfactory23870
February 199290.3Functionally obsoleteVery GoodSatisfactorySatisfactory23235
September 199186.3Functionally obsoleteVery GoodSatisfactorySatisfactory27050