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STATE ROUTE 1 over DOMINGUEZ CHANNEL

Map 

Coordinates:
+33.79000, -118.22833
33°47'24" N, 118°13'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STATE ROUTE 1 over DOMINGUEZ CHANNEL
Structure number:53 0719
Location:07-LA-001-8.62-LA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:99.1 ft. [30.2 m]
Total length:264.1 ft. [80.5 m]
Roadway width between curbs:87.9 ft. [26.8 m]
Deck width edge-to-edge:106.6 ft. [32.5 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1948
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:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: February 2014 

Status:Open, no restriction [A]
Average daily traffic:26,500 [as of 2009]
Truck traffic:11% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:78.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,785,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201478.5Structurally deficientPoorFairGood26500
November 201177.6Structurally deficientPoorFairGood31900
November 200977.6Structurally deficientPoorFairGood31900
November 200777.6Structurally deficientPoorFairGood31900
January 200677.6Structurally deficientPoorFairGood31900
September 200377.6Structurally deficientPoorFairGood31900
March 200375.5Structurally deficientSeriousFairGood31900
November 200177.6Structurally deficientPoorFairGood31900
December 200086.2Structurally deficientSeriousSatisfactoryGood31900
April 200086.2Structurally deficientSeriousSatisfactoryGood31900
July 199786.2Structurally deficientSeriousGoodGood31900
May 199491.2Not deficientGoodVery GoodGood31800
May 199290.5Not deficientGoodVery GoodGood36300