Share:

I35 HWY, SB over SW BLVD RR I35 SB RMP

Map 

Coordinates:
+39.05765, -94.62845
39°03'28" N, 94°37'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I35 HWY, SB over SW BLVD RR I35 SB RMP
Structure number:999903501050091
Location:1.22 MI NE US 69
Purpose:Carries highway over highway and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:82.4 ft. [25.1 m]
Total length:661.1 ft. [201.5 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:55.4 ft. [16.9 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:55°
Owner:State Highway Agency [01]
Year built:1964
Year reconstructed:1989
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:10
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:Posted for other load-capacity restriction [R]
Average daily traffic:54,000 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:68.6 tons [62.4 metric tons]
Inventory rating:40.7 tons [37.0 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:53.4
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$1,186,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201453.4Structurally deficientGoodPoorFair54000
June 201250.4Structurally deficientGoodPoorSatisfactory49900
June 201082.7Not deficientGoodSatisfactorySatisfactory54000
June 200882.8Not deficientGoodSatisfactorySatisfactory53500
June 200682.3Not deficientGoodSatisfactorySatisfactory52000
October 200482.4Not deficientGoodSatisfactorySatisfactory55500
May 200282.6Not deficientGoodGoodGood53500
May 200083.1Not deficientGoodVery GoodGood56865
June 199883.1Not deficientGoodVery GoodGood56865
November 199684.3Not deficientGoodVery GoodGood45560
August 199491.4Not deficientGoodVery GoodGood47405
January 199293.7Not deficientGoodVery GoodGood43790
June 199094.1Not deficientGoodVery GoodGood37710