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RP IS49N TO IS470E over CST HICKMAN MILLS DR

Map 

Coordinates:
+38.93667, -94.52833
38°56'12" N, 94°31'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RP IS49N TO IS470E over CST HICKMAN MILLS DR
Structure number:29159
Location:S 35 T 48 N R 33 W
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:98.1 ft. [29.9 m]
Total length:237.5 ft. [72.4 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:32.8 ft. [10.0 m]
Vertical clearance below bridge:18.0 ft. [5.5 m]
Skew angle:17°
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: October 2015 

Status:Open, no restriction [A]
Average daily traffic:9,143 [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:Excellent [9 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Superior to present desirable criteria [9]
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:99.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201599.1Not deficientGoodExcellentExcellent9143
October 201399.1Not deficientGoodExcellentExcellent9143
October 201199.3Not deficientGoodExcellentExcellent7988
February 201098.5Not deficientVery GoodExcellentExcellent16280
January 200898.5Not deficientVery GoodExcellentExcellent16512
January 200698.4Not deficientVery GoodExcellentExcellent16656
March 200498.4Not deficientExcellentExcellentExcellent17045
April 200298.4Not deficientExcellentExcellentExcellent17045