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VERMONT AVE over DOMINGUEZ CHANNEL

Map 

Coordinates:
+33.87000, -118.29083
33°52'12" N, 118°17'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:VERMONT AVE over DOMINGUEZ CHANNEL
Structure number:53C0664
Location:1/4 MI S/O ARTESIA BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:25.3 ft. [7.7 m]
Total length:78.1 ft. [23.8 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:91.9 ft. [28.0 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1958
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2014 

Status:Open, no restriction [A]
Average daily traffic:38,000 [as of 2005]
Truck traffic:2% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:71.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201471.7Not deficient---38000
April 201291.7Not deficient---38000
May 201091.7Not deficient---38000
April 200891.7Not deficient---38000
September 200491.7Not deficient---38000
November 200094.2Not deficient---19600
October 199894.2Not deficient---19600
November 199694.2Not deficient---19600
April 199578.7Not deficient---19600
January 199378.4Not deficient---19600
January 199178.4Not deficient---19600