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PROSPECT AVE over BRUSH CR

Map 

Coordinates:
+39.04000, -94.53667
39°02'24" N, 94°32'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PROSPECT AVE over BRUSH CR
Structure number:31394
Location:S 28 T 49 N R 33 W
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:87.9 ft. [26.8 m]
Total length:208.0 ft. [63.4 m]
Roadway width between curbs:63.0 ft. [19.2 m]
Deck width edge-to-edge:85.0 ft. [25.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:2004
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
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: April 2014 

Status:Open, no restriction [A]
Average daily traffic:7,881 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Good [7 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: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]
Inventory rating:70.3 tons [63.9 metric tons]
Sufficiency rating:97.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201497.3Not deficientGoodVery GoodVery Good7881
April 201297.3Not deficientGoodVery GoodVery Good7881
April 201097.0Not deficientGoodExcellentExcellent10855
April 200897.0Not deficientVery GoodExcellentExcellent10855
January 200696.2Not deficientExcellentExcellentExcellent19208