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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
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2014 

Status:Open, no restriction [A]
Average daily traffic:17,000 [as of 2014]
Truck traffic:9% 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:Equal to present minimum criteria [6]
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:50.9 tons [46.3 metric tons]
Inventory rating:29.9 tons [27.2 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:90.4
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$2,279,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201490.4Functionally obsoleteGoodGoodGood17000
June 201290.6Functionally obsoleteGoodGoodGood14600
June 201090.6Functionally obsoleteVery GoodGoodGood15000
June 200890.6Functionally obsoleteVery GoodGoodGood15300
June 200670.5Functionally obsoleteGoodGoodGood13750
May 200270.7Functionally obsoleteGoodGoodSatisfactory16400
November 200070.5Functionally obsoleteVery GoodGoodSatisfactory9550
January 200070.5Functionally obsoleteVery GoodGoodSatisfactory9550
June 199764.1Functionally obsoleteFairGoodSatisfactory9270
March 199668.9Functionally obsoleteFairGoodSatisfactory15850
August 199471.2Functionally obsoleteFairGoodSatisfactory13920
October 199272.2Functionally obsoleteSatisfactoryVery GoodGood16950
June 199071.9Functionally obsoleteSatisfactorySatisfactorySatisfactory20285