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WB I70-NBND FAIRFX over 7 R.R TRACKS

Map 

Coordinates:
+39.11278, -94.61369
39°06'46" N, 94°36'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WB I70-NBND FAIRFX over 7 R.R TRACKS
Structure number:999907001051731
Location:0.49 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:1664.1 ft. [507.2 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Vertical clearance below bridge:28.9 ft. [8.8 m]
Owner:State Highway Agency [01]
Year built:1962
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Steel [3]
Main span design:Truss - Deck [09]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2015 

Status:Posted for other load-capacity restriction [R]
Average daily traffic:23,150 [as of 2009]
Truck traffic:10% 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Basically intolerable requiring high priority of replacement [2]
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:42.9 tons [39.0 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:59.3
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$1,148,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201559.3Functionally obsoleteSatisfactoryFairSatisfactory23150
May 201459.3Functionally obsoleteSatisfactoryFairSatisfactory23150
June 201359.3Functionally obsoleteSatisfactoryFairGood23150
July 201259.3Functionally obsoleteSatisfactoryFairGood23150
May 201159.2Functionally obsoleteSatisfactoryFairGood23150
July 201059.2Functionally obsoleteSatisfactoryFairGood23150
October 200959.2Functionally obsoleteGoodFairGood23150
June 200858.6Functionally obsoleteGoodFairGood26650
September 200758.5Functionally obsoleteSatisfactoryFairGood26950
July 200655.3Functionally obsoleteSatisfactoryFairGood26400
June 200555.8Functionally obsoleteGoodFairGood23500
December 200456.2Functionally obsoleteGoodFairGood20850
June 200256.5Functionally obsoleteSatisfactoryFairGood7800
August 200156.5Functionally obsoleteGoodFairGood7800
December 200057.6Functionally obsoleteGoodFairGood7800
December 199957.6Functionally obsoleteGoodFairGood7800
October 199857.6Functionally obsoleteGoodFairGood7800
August 199759.6Functionally obsoleteGoodFairGood7800
March 199664.8Functionally obsoleteGoodFairGood7800
January 199565.1Functionally obsoleteGoodFairGood7800
July 199467.1Functionally obsoleteGoodFairGood7800
June 199367.1Functionally obsoleteGoodFairVery Good7800
February 199278.2Functionally obsoleteGoodGoodVery Good7800
August 199178.2Functionally obsoleteGoodGoodVery Good7800