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N. MILLBROOK AVE over DRY CREEK CANAL

Map 

Coordinates:
+36.78111, -119.76361
36°46'52" N, 119°45'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:15.1 ft. [4.6 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:76.1 ft. [23.2 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]
Operating rating:41.0 tons [37.3 metric tons]
Inventory rating:24.6 tons [22.4 metric tons]
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 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201636.3PoorGoodGoodCriticalSD10269
December 201436.3PoorVery GoodVery GoodCriticalSD10269
March 201336.3PoorGoodGoodCriticalSD10269
December 201038.6PoorGoodGoodCriticalSD5160
December 200883.3FairGoodGoodSatisfactory-5160
November 200683.3FairGoodGoodSatisfactory-5160
December 200483.3FairSatisfactoryGoodSatisfactory-5160
November 200283.3FairSatisfactoryGoodSatisfactory-5160
February 200183.3FairSatisfactoryGoodSatisfactory-5160
December 199983.3FairSatisfactoryGoodSatisfactory-5160
December 199683.3GoodGoodGoodGood-5160
October 199472.9FairSatisfactorySatisfactoryFair-5160
May 199272.9FairSatisfactorySatisfactoryFair-5160