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N. MILLBROOK AVE over DRY CREEK CANAL

Map

Coordinates:
+36.78108, -119.76339
36°46'52" N, 119°45'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:N. MILLBROOK AVE over DRY CREEK CANAL
Structure number:42C0216
Location:0.1 MI NORTH OF SHIELDS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:14.8 ft. [4.5 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:76.4 ft. [23.3 m]
Skew angle:99°
Owner:City or Municipal Highway Agency [04]
Year built:1952
Year reconstructed:1961
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:10,269 [as of 2005]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Critical [2 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
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 is scour critical; field review indicates that extensive scour has occurred at bridge foundations. [2]
Sufficiency rating:36.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$846,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2016PoorGoodGoodCritical1026936.3
December 2014PoorVery GoodVery GoodCritical1026936.3
March 2013PoorGoodGoodCritical1026936.3
December 2010PoorGoodGoodCritical516038.6
December 2008FairGoodGoodSatisfactory516083.3
November 2006FairGoodGoodSatisfactory516083.3
December 2004FairSatisfactoryGoodSatisfactory516083.3
November 2002FairSatisfactoryGoodSatisfactory516083.3
February 2001FairSatisfactoryGoodSatisfactory516083.3
December 1999FairSatisfactoryGoodSatisfactory516083.3
December 1996GoodGoodGoodGood516083.3
October 1994FairSatisfactorySatisfactoryFair516072.9
May 1992FairSatisfactorySatisfactoryFair516072.9