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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 2014 

Status:Open, no restriction [A]
Average daily traffic:10,269 [as of 2005]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 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]
Evaluation:Structurally deficient [1]
Sufficiency rating:36.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201436.3Structurally deficientVery GoodVery GoodCritical10269
March 201336.3Structurally deficientGoodGoodCritical10269
December 201038.6Structurally deficientGoodGoodCritical5160
December 200883.3Not deficientGoodGoodSatisfactory5160
November 200683.3Not deficientGoodGoodSatisfactory5160
December 200483.3Not deficientSatisfactoryGoodSatisfactory5160
November 200283.3Not deficientSatisfactoryGoodSatisfactory5160
February 200183.3Not deficientSatisfactoryGoodSatisfactory5160
December 199983.3Not deficientSatisfactoryGoodSatisfactory5160
December 199683.3Not deficientGoodGoodGood5160
October 199472.9Not deficientSatisfactorySatisfactoryFair5160
May 199272.9Not deficientSatisfactorySatisfactoryFair5160