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US169 HWY NB over BNSF RR,TURKEY CR,RD

Map 

Coordinates:
+39.06905, -94.61574
39°04'09" N, 94°36'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US169 HWY NB over BNSF RR,TURKEY CR,RD
Structure number:999916901050701
Location:0.18 MI NW SOUTHWEST BLVD
Purpose:Carries highway over highway, waterway, and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:123.0 ft. [37.5 m]
Total length:1223.5 ft. [372.9 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Owner:State Highway Agency [01]
Year built:1935
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:19
Main spans material:Steel [3]
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:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Equal to present minimum criteria [6]
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:66.9 tons [60.8 metric tons]
Inventory rating:39.9 tons [36.3 metric tons]
Sufficiency rating:75.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$1,688,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201475.0Not deficientGoodSatisfactorySatisfactory17000
June 201276.2Not deficientGoodGoodGood14600
June 201076.0Not deficientGoodGoodGood15000
June 200875.8Not deficientGoodGoodGood15300
June 200774.1Not deficientGoodGoodGood14350
August 200671.4Not deficientGoodGoodGood13750
June 200570.8Not deficientGoodSatisfactoryGood14950
July 200457.7Not deficientGoodSatisfactoryFair16100
June 200355.6Not deficientGoodSatisfactoryFair19650
May 200257.5Not deficientGoodSatisfactoryFair16400
September 200180.7Not deficientGoodSatisfactoryFair9740
November 200080.8Not deficientVery GoodSatisfactoryFair9550
January 200080.8Not deficientGoodSatisfactoryFair9550
August 199775.7Not deficientGoodSatisfactoryFair9000
March 199684.6Not deficientGoodSatisfactorySatisfactory15850
January 199572.5Not deficientGoodSatisfactoryFair13920
June 199386.5Not deficientGoodVery GoodSatisfactory13455
October 199285.1Not deficientGoodVery GoodSatisfactory16950
December 199181.2Not deficientGoodGoodSatisfactory20285