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BROOKSIDE/MAIN ST over BRUSH CR

Map 

Coordinates:
+39.04006, -94.58569
39°02'24" N, 94°35'08" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BROOKSIDE/MAIN ST over BRUSH CR
Structure number:25436
Location:S 29 T 49 N R 33 W
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:105.0 ft. [32.0 m]
Total length:240.2 ft. [73.2 m]
Roadway width between curbs:88.3 ft. [26.9 m]
Deck width edge-to-edge:118.1 ft. [36.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1995
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:3
Main spans material:Concrete continuous [2]
Main spans design:Box Beam or girders - Single or Spread [06]
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:21,784 [as of 2014]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 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]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:59.4 tons [54.0 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:97.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201697.0Not deficientSatisfactoryGoodVery Good21784
April 201497.0Not deficientSatisfactoryGoodVery Good21784
April 201298.0Not deficientSatisfactoryGoodVery Good21784
April 201097.6Not deficientSatisfactoryGoodVery Good25730
April 200897.6Not deficientGoodGoodVery Good25730
March 200697.6Not deficientGoodGoodExcellent25730
March 200497.7Not deficientGoodGoodExcellent24548
June 2002100.0Not deficientGoodGoodExcellent24548
June 2000100.0Not deficientVery GoodVery GoodExcellent24548