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ANAHEIM ST over DOMINGUEZ CHANNEL, RR

Map 

Coordinates:
+33.78111, -118.23972
33°46'52" N, 118°14'23" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ANAHEIM ST over DOMINGUEZ CHANNEL, RR
Structure number:53C1080
Location:0.25 M E/O HENRY FORD AV
Purpose:Carries highway over railroad and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:170.6 ft. [52.0 m]
Total length:1345.2 ft. [410.0 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:93.8 ft. [28.6 m]
Vertical clearance below bridge:24.3 ft. [7.4 m]
Skew angle:34°
Owner:City or Municipal Highway Agency [04]
Year built:1997
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:9
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:33,000 [as of 2005]
Truck traffic:2% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:92.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201492.8Not deficientFairVery GoodVery Good33000
April 201292.8Not deficientFairVery GoodVery Good33000
May 201092.8Not deficientFairVery GoodVery Good33000
April 200892.8Not deficientFairVery GoodVery Good33000
August 200692.8Not deficientFairVery GoodVery Good33000
September 200494.9Not deficientSatisfactoryVery GoodVery Good33000
September 200098.0Not deficientGoodVery GoodGood-
September 199798.0Not deficientGoodVery GoodGood-
April 199570.5Functionally obsoleteFairFairFair23700
February 199371.3Functionally obsoleteFairFairFair23700
January 199171.3Functionally obsoleteFairFairFair23700