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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 

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201599.1GoodGoodExcellentExcellent-9143
October 201399.1GoodGoodExcellentExcellent-9143
October 201199.3GoodGoodExcellentExcellent-7988
February 201098.5GoodVery GoodExcellentExcellent-16280
January 200898.5GoodVery GoodExcellentExcellent-16512
January 200698.4GoodVery GoodExcellentExcellent-16656
March 200498.4GoodExcellentExcellentExcellent-17045
April 200298.4GoodExcellentExcellentExcellent-17045