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BEACON DR over CREEK

Map 

Coordinates:
+39.00139, -94.50111
39°00'05" N, 94°30'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BEACON DR over CREEK
Structure number:29815
Location:S 1 T 48 N R 33 W
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:90.9 ft. [27.7 m]
Total length:90.9 ft. [27.7 m]
Roadway width between curbs:35.1 ft. [10.7 m]
Deck width edge-to-edge:48.6 ft. [14.8 m]
Skew angle:24°
Owner:City or Municipal Highway Agency [04]
Year built:1999
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span 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:1,026 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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: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:75.2 tons [68.4 metric tons]
Inventory rating:34.7 tons [31.5 metric tons]
Sufficiency rating:97.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201497.6Not deficientGoodVery GoodGood1026
April 201297.6Not deficientGoodVery GoodGood1026
March 201097.7Not deficientGoodVery GoodGood300
March 200897.7Not deficientGoodVery GoodGood300
January 200697.7Not deficientGoodVery GoodGood300
March 200497.7Not deficientGoodVery GoodGood300
July 200397.7Not deficientGoodVery GoodGood300