+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

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201586.5GoodGoodGoodGood-2210
June 201386.5GoodGoodGoodGood-2210
May 201186.5GoodGoodGoodGood-2030
May 200986.5GoodGoodGoodGood-2070
June 200787.5GoodVery GoodVery GoodVery Good-1680
June 200587.5GoodVery GoodVery GoodVery Good-1360
June 200387.5GoodVery GoodVery GoodVery Good-1320
August 200187.5GoodVery GoodVery GoodVery Good-900
October 199988.5GoodVery GoodVery GoodVery Good-880
August 199788.5GoodVery GoodVery GoodVery Good-830
April 199588.5GoodVery GoodVery GoodVery Good-855
June 199388.5GoodVery GoodVery GoodVery Good-895
April 199197.0GoodVery GoodVery GoodVery Good-380