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US 40 E over IS 435, RP IS70W TO IS43

Map 

Coordinates:
+39.06000, -94.65000
39°03'36" N, 94°39'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 40 E over IS 435, RP IS70W TO IS43
Structure number:32891
Location:S 18 T 49 N R 32 W
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:112.9 ft. [34.4 m]
Total length:286.1 ft. [87.2 m]
Roadway width between curbs:63.0 ft. [19.2 m]
Deck width edge-to-edge:71.5 ft. [21.8 m]
Vertical clearance below bridge:22.3 ft. [6.8 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:2009
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Tee beam [04]
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:9,686 [as of 2015]
Truck traffic:12% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Excellent [9 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: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:92.1 tons [83.7 metric tons]
Inventory rating:48.5 tons [44.1 metric tons]
Sufficiency rating:89.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201589.8Not deficientGoodVery GoodExcellent9686
September 201390.0Not deficientExcellentExcellentExcellent9349
September 201189.7Not deficientExcellentExcellentExcellent11607
March 201189.3Not deficientExcellentExcellentExcellent12184
December 200989.3Not deficientExcellentExcellentExcellent12184