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HAYVENHURST ST over BULL CREEK

Map 

Coordinates:
+34.24306, -118.49333
34°14'35" N, 118°29'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HAYVENHURST ST over BULL CREEK
Structure number:53C1289
Location:PLUMMER
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:27.9 ft. [8.5 m]
Total length:56.1 ft. [17.1 m]
Roadway width between curbs:62.0 ft. [18.9 m]
Deck width edge-to-edge:85.3 ft. [26.0 m]
Skew angle:53°
Owner:City or Municipal Highway Agency [04]
Year built:1974
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [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: October 2014 

Status:Open, no restriction [A]
Average daily traffic:12,000 [as of 2004]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:63.0 tons [57.3 metric tons]
Inventory rating:38.2 tons [34.7 metric tons]
Sufficiency rating:92.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201492.1Not deficientGoodGoodGood12000
October 201292.1Not deficientSatisfactoryGoodGood12000
March 201192.1Not deficientSatisfactoryGoodGood12000
October 200892.1Not deficientSatisfactoryGoodGood12000
January 200593.1Not deficientGoodGoodGood12000
April 200196.0Not deficientGoodGoodGood8400
March 199696.0Not deficientGoodGoodGood8400
December 199396.1Not deficientGoodVery GoodGood8400
January 199096.1Not deficientGoodVery GoodGood8400