+39.20114, -94.82129
39°12'04" N, 94°49'17" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Structure number:999900501052651
Location:0.39 MI SE OF LVNWTH CLN
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:57.1 ft. [17.4 m]
Total length:145.7 ft. [44.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Not applicable [N]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:2,210 [as of 2014]
Truck traffic:4% 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:85.8 tons [78.0 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Sufficiency rating:86.5
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$141,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201586.5Not deficientGoodGoodGood2210
June 201386.5Not deficientGoodGoodGood2210
May 201186.5Not deficientGoodGoodGood2030
May 200986.5Not deficientGoodGoodGood2070
June 200787.5Not deficientVery GoodVery GoodVery Good1680
June 200587.5Not deficientVery GoodVery GoodVery Good1360
June 200387.5Not deficientVery GoodVery GoodVery Good1320
August 200187.5Not deficientVery GoodVery GoodVery Good900
October 199988.5Not deficientVery GoodVery GoodVery Good880
August 199788.5Not deficientVery GoodVery GoodVery Good830
April 199588.5Not deficientVery GoodVery GoodVery Good855
June 199388.5Not deficientVery GoodVery GoodVery Good895
April 199197.0Not deficientVery GoodVery GoodVery Good380