Share:

WB I70-NBND FAIRFX over 7 R.R TRACKS

Map

Coordinates:
+39.11278, -94.61369
39°06'46" N, 94°36'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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 2016

Good/Fair/Poor Condition:Fair
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:64.1 tons [58.3 metric tons]
Inventory rating:49.5 tons [45.0 metric tons]
Sufficiency rating:59.3
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$1,148,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201659.3FairSatisfactoryFairSatisfactoryFO23150
June 201559.3FairSatisfactoryFairSatisfactoryFO23150
May 201459.3FairSatisfactoryFairSatisfactoryFO23150
June 201359.3FairSatisfactoryFairGoodFO23150
July 201259.3FairSatisfactoryFairGoodFO23150
May 201159.2FairSatisfactoryFairGoodFO23150
July 201059.2FairSatisfactoryFairGoodFO23150
October 200959.2FairGoodFairGoodFO23150
June 200858.6FairGoodFairGoodFO26650
September 200758.5FairSatisfactoryFairGoodFO26950
July 200655.3FairSatisfactoryFairGoodFO26400
June 200555.8FairGoodFairGoodFO23500
December 200456.2FairGoodFairGoodFO20850
June 200256.5FairSatisfactoryFairGoodFO7800
August 200156.5FairGoodFairGoodFO7800
December 200057.6FairGoodFairGoodFO7800
December 199957.6FairGoodFairGoodFO7800
October 199857.6FairGoodFairGoodFO7800
August 199759.6FairGoodFairGoodFO7800
March 199664.8FairGoodFairGoodFO7800
January 199565.1FairGoodFairGoodFO7800
July 199467.1FairGoodFairGoodFO7800
June 199367.1FairGoodFairVery GoodFO7800
February 199278.2GoodGoodGoodVery GoodFO7800
August 199178.2GoodGoodGoodVery GoodFO7800

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.2,6772,0325508510
Steel Protective Coatingsq. ft.21,50610,7528,6031,613538
Steel Stringerlinear ft.1,2201,2002000
Steel Protective Coatingsq. ft.1,2200732366122
Deck
Reinforced Concrete Decksq. ft.35,79835,52327500
Wearing Surfacessq. ft.35,79817,57418,21770
Superstructure
Steel Trusslinear ft.6003201801000
Steel Floor Beamlinear ft.1,6841,365269500
Steel Gusset Plateeach44220220
Substructure
Steel Columneach1641200
Reinforced Concrete Pier Walllinear ft.2802350
Reinforced Concrete Abutmentlinear ft.2820440
Steel Pier Caplinear ft.3002673300
Reinforced Concrete Pier Caplinear ft.5050000
Joints
Strip Seal Jointlinear ft.4032800
Assembly without Seal Jointlinear ft.20101000
Bearings
Movable Bearingeach2016400
Fixed Bearingeach1616000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3,2442,889300550