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CANBERRA ST over TODD CR

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CANBERRA ST over TODD CR
Structure number:31391
Location:S 15 T 52 N R 34 W
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:60.0 ft. [18.3 m]
Total length:152.6 ft. [46.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Skew angle:99°
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:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Other [9]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:718 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:83.2 tons [75.6 metric tons]
Inventory rating:49.5 tons [45.0 metric tons]
Sufficiency rating:93.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201693.9Not deficientGoodGoodSatisfactory718
April 201493.9Not deficientGoodGoodSatisfactory718
May 201293.9Not deficientExcellentVery GoodGood718
April 201099.0Not deficientGoodExcellentGood500
April 200899.0Not deficientVery GoodExcellentExcellent500
February 200699.0Not deficientVery GoodExcellentExcellent500