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RP FRONT ST E TO I over BNSF (KCSRR), KCS RR

Map 

Coordinates:
+39.11722, -94.56500
39°07'02" N, 94°33'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RP FRONT ST E TO I over BNSF (KCSRR), KCS RR
Structure number:32757
Location:S 33 T 50 N R 33 W
Purpose:Carries highway over railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:90.2 ft. [27.5 m]
Total length:290.0 ft. [88.4 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Vertical clearance below bridge:23.3 ft. [7.1 m]
Skew angle:22°
Owner:State Highway Agency [01]
Year built:2009
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:4
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:7,225 [as of 2014]
Truck traffic:18% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Equal to present desirable criteria [8]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:99.0 tons [90.0 metric tons]
Inventory rating:59.4 tons [54.0 metric tons]
Sufficiency rating:98.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201598.3Not deficientGoodExcellentExcellent7225
September 201398.3Not deficientGoodExcellentExcellent7225
September 201198.5Not deficientGoodExcellentExcellent5500
March 201198.5Not deficientVery GoodExcellentExcellent5500
August 200998.5Not deficientExcellentExcellentExcellent5500