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N MAIN ST over LOS ANGELES RIVER

Map 

Coordinates:
+34.06667, -118.22333
34°04'00" N, 118°13'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:N MAIN ST over LOS ANGELES RIVER
Structure number:53C1010
Location:0.5 MI W/O I-5
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:97.1 ft. [29.6 m]
Total length:299.9 ft. [91.4 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:71.5 ft. [21.8 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1910
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2013 

Status:Open, no restriction [A]
Average daily traffic:30,000 [as of 2003]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:72.7 tons [66.1 metric tons]
Inventory rating:43.9 tons [39.9 metric tons]
Sufficiency rating:93.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201393.2Not deficientSatisfactorySatisfactoryGood30000
May 201193.2Not deficientSatisfactorySatisfactoryGood30000
March 200993.2Not deficientSatisfactoryGoodGood30000
April 200593.2Not deficientGoodGoodGood30000
February 200095.9Not deficientGoodGoodGood11500
March 199895.9Not deficientGoodGoodGood11500
February 199595.9Not deficientGoodGoodGood11500
January 199396.1Not deficientVery GoodGoodVery Good11500
December 199096.1Not deficientVery GoodGoodVery Good11500