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IS 435 S over CST 63RD TRFY

Map 

Coordinates:
+39.01000, -94.49000
39°00'36" N, 94°29'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:IS 435 S over CST 63RD TRFY
Structure number:29086
Location:S 25 T 49 N R 33 W
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:61.0 ft. [18.6 m]
Total length:227.0 ft. [69.2 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:62.7 ft. [19.1 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:24°
Owner:State Highway Agency [01]
Year built:2002
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:4
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2015 

Status:Open, no restriction [A]
Average daily traffic:29,488 [as of 2014]
Truck traffic:11% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Equal to present minimum criteria [6]
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:95.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201595.2Not deficientGoodGoodExcellent29488
September 201395.2Not deficientGoodGoodExcellent29488
September 201195.3Not deficientGoodGoodExcellent28416
February 201095.4Not deficientVery GoodVery GoodExcellent28149
December 200795.1Not deficientVery GoodVery GoodExcellent30532
December 200595.1Not deficientVery GoodVery GoodExcellent30501
May 200294.6Not deficientExcellentExcellentExcellent36597