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US169 HWY SB over SLSF RR TURKEY CR,RD

Map

Coordinates:
+39.06918, -94.61593
39°04'09" N, 94°36'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US169 HWY SB over SLSF RR TURKEY CR,RD
Structure number:999916901051811
Location:0.17 MI NW SOUTHWEST BLVD
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:124.3 ft. [37.9 m]
Total length:1223.5 ft. [372.9 m]
Roadway width between curbs:54.1 ft. [16.5 m]
Deck width edge-to-edge:56.4 ft. [17.2 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Owner:State Highway Agency [01]
Year built:1971
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:18
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:16,050 [as of 2015]
Truck traffic:10% 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:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:51.7 tons [47.0 metric tons]
Inventory rating:31.0 tons [28.2 metric tons]
Sufficiency rating:91.6
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$2,279,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201691.6GoodGoodGoodGoodFO16050
June 201490.4GoodGoodGoodGoodFO17000
June 201290.6GoodGoodGoodGoodFO14600
June 201090.6GoodVery GoodGoodGoodFO15000
June 200890.6GoodVery GoodGoodGoodFO15300
June 200670.5GoodGoodGoodGoodFO13750
May 200270.7FairGoodGoodSatisfactoryFO16400
November 200070.5FairVery GoodGoodSatisfactoryFO9550
January 200070.5FairVery GoodGoodSatisfactoryFO9550
June 199764.1FairFairGoodSatisfactoryFO9270
March 199668.9FairFairGoodSatisfactoryFO15850
August 199471.2FairFairGoodSatisfactoryFO13920
October 199272.2FairSatisfactoryVery GoodGoodFO16950
June 199071.9FairSatisfactorySatisfactorySatisfactoryFO20285

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.6,6356,5409500
Steel Protective Coatingsq. ft.43,01343,013000
Deck
Reinforced Concrete Decksq. ft.55,67452,9122,6511110
Wearing Surfacessq. ft.55,67452,9122,6511110
Substructure
Reinforced Concrete Columneach3932340
Reinforced Concrete Pier Walllinear ft.210210000
Reinforced Concrete Abutmentlinear ft.86691700
Reinforced Concrete Pier Caplinear ft.6586253300
Joints
Strip Seal Jointlinear ft.162162000
Compression Jointlinear ft.54400014
Open Jointlinear ft.5454000
Bearings
Movable Bearingeach8282000
Fixed Bearingeach2827100
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,0622,0402200