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HENRY FORD AVE over DOMINGUEZ CHANNEL

Map 

Coordinates:
+33.77750, -118.24083
33°46'39" N, 118°14'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HENRY FORD AVE over DOMINGUEZ CHANNEL
Structure number:53C2106
Location:0.3 MI S/O ANAHEIM ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:66.9 ft. [20.4 m]
Total length:200.8 ft. [61.2 m]
Roadway width between curbs:98.4 ft. [30.0 m]
Deck width edge-to-edge:119.4 ft. [36.4 m]
Skew angle:99°
Owner:City or Municipal Highway Agency [04]
Year built:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:8,333 [as of 2009]
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:Equal to present minimum criteria [6]
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:89.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201489.4Structurally deficientPoorVery GoodGood8333
April 201289.4Structurally deficientPoorVery GoodGood8333
May 201086.4Not deficientPoorVery GoodGood18000
April 200886.4Not deficientPoorVery GoodGood18000
August 200688.6Not deficientFairVery GoodGood18000
February 200788.6Not deficientFairVery GoodGood18000
September 200486.6Not deficientFairVery GoodGood18000