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IS 435 N over CST HICKMAN MILLS DR, HI

Map 

Coordinates:
+38.93333, -94.53333
38°55'60" N, 94°31'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:IS 435 N over CST HICKMAN MILLS DR, HI
Structure number:12124
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:149.0 ft. [45.4 m]
Total length:1199.2 ft. [365.5 m]
Roadway width between curbs:84.0 ft. [25.6 m]
Deck width edge-to-edge:86.6 ft. [26.4 m]
Vertical clearance below bridge:19.0 ft. [5.8 m]
Skew angle:50°
Owner:State Highway Agency [01]
Year built:2001
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: May 2015 

Status:Open, no restriction [A]
Average daily traffic:37,338 [as of 2015]
Truck traffic:12% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:57.4 tons [52.2 metric tons]
Inventory rating:34.7 tons [31.5 metric tons]
Sufficiency rating:96.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201596.0Not deficientGoodGoodVery Good37338
May 201396.0Not deficientGoodVery GoodVery Good36250
May 201196.3Not deficientGoodExcellentVery Good36001
February 201096.3Not deficientExcellentExcellentExcellent35701
January 200896.1Not deficientExcellentExcellentExcellent40089
January 200696.1Not deficientExcellentExcellentExcellent40049
March 200496.1Not deficientExcellentExcellentExcellent39691
December 200095.2Not deficientExcellentExcellentExcellent59840