+38.97277, -94.54430
38°58'22" N, 94°32'39" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:87TH ST over BLUE RVR
Structure number:28450
Old structure number:A4866 1 (from 1992 edition)
Location:S 22 T 48 N R 33 W
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:81.0 ft. [24.7 m]
Total length:486.9 ft. [148.4 m]
Roadway width between curbs:50.9 ft. [15.5 m]
Deck width edge-to-edge:53.5 ft. [16.3 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:6
Main spans material:Prestressed concrete continuous [6]
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: March 2016 

Status:Open, no restriction [A]
Average daily traffic:9,989 [as of 2014]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:98.0 tons [89.1 metric tons]
Inventory rating:53.5 tons [48.6 metric tons]
Sufficiency rating:98.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201698.6Not deficientVery GoodVery GoodVery Good9989
April 201498.6Not deficientVery GoodVery GoodVery Good9989
April 201298.6Not deficientVery GoodVery GoodVery Good9989
April 201098.0Not deficientVery GoodExcellentVery Good13980
April 200898.0Not deficientVery GoodExcellentVery Good13980
March 200698.0Not deficientExcellentExcellentExcellent13980
April 200498.0Not deficientExcellentExcellentExcellent13980
June 200298.0Not deficientExcellentExcellentExcellent13980
July 200098.0Not deficientExcellentExcellentExcellent13980
September 199996.1Not deficientExcellentExcellentExcellent13450