WELLAND RD over I-39 & US 51


+41.62692, -89.06153
41°37'37" N, 89°03'41" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WELLAND RD over I-39 & US 51
Structure number:052005900000000
Old structure number:000052005902548 (from 1992 edition)
Purpose:Carries highway over highway
Route classification:Minor Collector (Rural) [08]
Length of largest span:105.6 ft. [32.2 m]
Total length:262.2 ft. [79.9 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1983
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:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: December 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:325 [as of 2011]
Truck traffic:12% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:62.4 tons [56.7 metric tons]
Inventory rating:37.7 tons [34.3 metric tons]
Sufficiency rating:92.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201592.8FairGoodSatisfactoryGood-325
December 201392.8FairGoodSatisfactoryGood-325
January 201293.8FairGoodSatisfactoryGood-325
February 201093.8FairGoodSatisfactoryGood-300
February 200893.8GoodGoodGoodGood-300
February 200694.8GoodGoodGoodGood-325
February 200494.8GoodGoodGoodGood-325
February 200294.8GoodGoodGoodGood-275
February 200094.8GoodGoodGoodGood-275
February 199897.9GoodGoodGoodGood-150
February 199697.9GoodVery GoodVery GoodVery Good-150
February 199497.9GoodVery GoodVery GoodVery Good-150
February 199397.9GoodVery GoodVery GoodVery Good-150
January 199197.9GoodVery GoodVery GoodVery Good-150