IS 35 S over IS 670, RP IS35N TO IS67


+39.09622, -94.59149
39°05'46" N, 94°35'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:IS 35 S over IS 670, RP IS35N TO IS67
Structure number:919
Old structure number:A1124R 2 (from 1992 edition)
Location:S 6 T 49 N R 34 W
Purpose:Carries highway overpass (third level) over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:71.2 ft. [21.7 m]
Total length:294.0 ft. [89.6 m]
Roadway width between curbs:32.5 ft. [9.9 m]
Deck width edge-to-edge:37.4 ft. [11.4 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:22°
Owner:State Highway Agency [01]
Year built:1967
Year reconstructed:1992
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:5
Main spans material:Concrete continuous [2]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: September 2015 

Status:Open, no restriction [A]
Average daily traffic:21,880 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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: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:63.4 tons [57.6 metric tons]
Inventory rating:37.6 tons [34.2 metric tons]
Sufficiency rating:88.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201588.6Not deficientGoodGoodSatisfactory21880
September 201388.6Not deficientGoodGoodSatisfactory21880
September 201183.5Not deficientGoodGoodSatisfactory28742
February 201083.9Not deficientVery GoodSatisfactorySatisfactory27693
January 200884.0Not deficientVery GoodSatisfactorySatisfactory27309
November 200581.6Not deficientSatisfactorySatisfactorySatisfactory36769
September 200381.7Not deficientSatisfactorySatisfactorySatisfactory36441
October 200181.8Not deficientSatisfactorySatisfactorySatisfactory44815
September 199982.1Not deficientSatisfactorySatisfactorySatisfactory43181
200090.8Not applicable---100
September 199882.1Not deficientSatisfactorySatisfactorySatisfactory43181
September 199782.1Not deficientSatisfactorySatisfactorySatisfactory43181
September 199688.9Not deficientSatisfactorySatisfactorySatisfactory24580
September 199587.0Not deficientSatisfactorySatisfactorySatisfactory24580
October 199487.2Not deficientSatisfactorySatisfactorySatisfactory23860
November 199387.2Not deficientSatisfactorySatisfactorySatisfactory23860
October 199287.2Not deficientVery GoodSatisfactorySatisfactory23860
November 199187.2Not deficientSatisfactorySatisfactorySatisfactory23860