+38.94045, -94.59668
38°56'26" N, 94°35'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:IS 435 N over CST WORNALL RD
Structure number:1022
Old structure number:A1240R1 3 (from 1992 edition)
Location:S 31 T 48 N R 33 W
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:80.1 ft. [24.4 m]
Total length:207.0 ft. [63.1 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:66.9 ft. [20.4 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:16°
Owner:State Highway Agency [01]
Year built:1966
Year reconstructed:1993
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:3
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:Latex Concrete or similar additive [3]

Latest Available Inspection: October 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:74,684 [as of 2014]
Truck traffic:18% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:100.0 tons [90.9 metric tons]
Inventory rating:44.6 tons [40.5 metric tons]
Sufficiency rating:76.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,424,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201576.6FairFairFairSatisfactoryFO74684
October 201378.8FairFairFairSatisfactory-74684
October 201181.5FairSatisfactoryFairSatisfactory-62890
February 201092.5GoodGoodGoodGood-73001
January 200893.0GoodGoodGoodGood-61862
December 200593.4GoodGoodGoodGood-55244
March 200493.2GoodGoodGoodGood-59192
October 200195.3GoodGoodGoodGood-57740
September 199990.7FairSatisfactorySatisfactoryGood-54973
September 199890.7FairGoodSatisfactoryGood-54973
September 199790.7FairGoodSatisfactoryVery Good-54973
October 199691.2FairGoodSatisfactoryVery Good-49630
October 199590.1GoodGoodGoodVery Good-49630
October 199490.0FairSatisfactorySatisfactoryVery Good-50314
November 199170.3FairSatisfactorySatisfactoryVery Good-45285