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INTERSTATE 110 over DOMINGUEZ CHANNEL

Map 

Coordinates:
+33.86333, -118.28333
33°51'48" N, 118°16'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:INTERSTATE 110 over DOMINGUEZ CHANNEL
Structure number:53 1213
Location:07-LA-110-9.13-LA
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:104.0 ft. [31.7 m]
Total length:311.0 ft. [94.8 m]
Roadway width between curbs:160.1 ft. [48.8 m]
Deck width edge-to-edge:165.4 ft. [50.4 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1960
Year reconstructed:1985
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:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:273,760 [as of 2014]
Truck traffic:6% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:77.0 tons [70.0 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:82.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201482.0Structurally deficientPoorVery GoodGood273760
May 201282.0Structurally deficientPoorVery GoodGood273760
August 201084.0Not deficientFairVery GoodGood273760
August 200884.0Not deficientFairVery GoodGood273760
June 200784.0Not deficientFairVery GoodGood273760
October 200684.0Not deficientFairVery GoodGood273760
April 200584.0Not deficientFairVery GoodGood273760
March 200385.0Not deficientSatisfactoryVery GoodGood218800
April 200185.0Not deficientSatisfactoryVery GoodGood218800
March 200085.0Not deficientSatisfactoryVery GoodGood218800
September 199885.0Not deficientSatisfactoryVery GoodGood218800
January 199685.0Not deficientGoodVery GoodVery Good222000
April 199385.0Not deficientGoodVery GoodVery Good218000
June 199085.0Not deficientGoodVery GoodVery Good218000