Share:

DONAHUE-NB435 RMP over CONNOR CREEK

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

Facts 

Name:DONAHUE-NB435 RMP over CONNOR CREEK
Structure number:999943501053231
Location:2.99 MI N OF STATE AVE.
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:55.8 ft. [17.0 m]
Total length:142.4 ft. [43.4 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:State Highway Agency [01]
Year built:2007
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2015 

Status:Open, no restriction [A]
Average daily traffic:19 [as of 2010]
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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 assessed or calculated scour condition. [5]
Operating rating:96.8 tons [88.0 metric tons]
Inventory rating:57.9 tons [52.6 metric tons]
Sufficiency rating:99.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$127,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201599.0Not deficientVery GoodVery GoodVery Good19
June 2013100.0Not deficientVery GoodVery GoodVery Good19
May 2011100.0Not deficientVery GoodVery GoodVery Good19
May 2009100.0Not deficientVery GoodVery GoodVery Good-