Share:

IS 435 N over CST WORNALL RD

Map

Coordinates:
+38.94034, -94.59667
38°56'25" N, 94°35'48" W

Facts

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:13.1 ft. [4.0 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 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:77,037 [as of 2017]
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]
Sufficiency rating:71.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,424,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017FairFairFairSatisfactory7703771.0
October 2015FairFairFairSatisfactory7468476.6
October 2013FairFairFairSatisfactory7468478.8
October 2011FairSatisfactoryFairSatisfactory6289081.5
February 2010GoodGoodGoodGood7300192.5
January 2008GoodGoodGoodGood6186293.0
December 2005GoodGoodGoodGood5524493.4
March 2004GoodGoodGoodGood5919293.2
October 2001GoodGoodGoodGood5774095.3
September 1999FairSatisfactorySatisfactoryGood5497390.7
September 1998FairGoodSatisfactoryGood5497390.7
September 1997FairGoodSatisfactoryVery Good5497390.7
October 1996FairGoodSatisfactoryVery Good4963091.2
October 1995GoodGoodGoodVery Good4963090.1
October 1994FairSatisfactorySatisfactoryVery Good5031490.0
November 1991FairSatisfactorySatisfactoryVery Good4528570.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Closed Web/Box Girderlinear ft.2041446000
Deck
Reinforced Concrete Decksq. ft.3,2643,264000
Reinforced Concrete Top Flangesq. ft.10,4566,2763,6595210
Wearing Surfacessq. ft.13,2485,3006,6241,3240
Substructure
Reinforced Concrete Columneach88000
Reinforced Concrete Abutmentlinear ft.1589850100
Reinforced Concrete Pier Caplinear ft.2828000
Bearings
Enclosed/Concealed Bearingeach2424000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.43230013200