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IS 470 W over CST HICKMAN MILLS DR, HI

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:IS 470 W over CST HICKMAN MILLS DR, HI
Structure number:29195
Location:S 35 T 48 N R 33 W
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:170.0 ft. [51.8 m]
Total length:1700.2 ft. [518.2 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:62.7 ft. [19.1 m]
Vertical clearance below bridge:17.7 ft. [5.4 m]
Skew angle:29°
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:14
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: April 2015 

Status:Open, no restriction [A]
Average daily traffic:49,627 [as of 2014]
Truck traffic:11% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:61.4 tons [55.8 metric tons]
Inventory rating:36.6 tons [33.3 metric tons]
Sufficiency rating:91.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201591.0Not deficientGoodGoodSatisfactory49627
April 201391.0Not deficientVery GoodGoodVery Good49627
April 201191.1Not deficientVery GoodSatisfactoryVery Good48895
February 201092.2Not deficientVery GoodExcellentExcellent41146
January 200890.4Not deficientExcellentExcellentExcellent53786
January 200690.9Not deficientExcellentExcellentExcellent50361
March 200392.4Not deficientExcellentExcellentExcellent39865