MO 350 E over IS 435, RP IS435N TO MO3


+39.01667, -94.49000
39°01'00" N, 94°29'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:MO 350 E over IS 435, RP IS435N TO MO3
Structure number:29084
Location:S 25 T 49 N R 33 W
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:220.2 ft. [67.1 m]
Total length:590.3 ft. [179.9 m]
Roadway width between curbs:62.0 ft. [18.9 m]
Deck width edge-to-edge:64.6 ft. [19.7 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:56°
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:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
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:19,643 [as of 2014]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:69.3 tons [63.0 metric tons]
Inventory rating:65.3 tons [59.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:81.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201581.1Functionally obsoleteGoodExcellentVery Good19643
September 201381.1Functionally obsoleteGoodExcellentVery Good19643
September 201181.3Functionally obsoleteGoodExcellentVery Good19346
February 201082.2Not deficientVery GoodExcellentExcellent18049
December 200782.5Not deficientExcellentExcellentExcellent17613
November 200581.2Not deficientExcellentExcellentExcellent19501
October 200381.1Not deficientExcellentExcellentExcellent19717
May 200279.6Not deficientExcellentExcellentExcellent22044