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SEPULVEDA BLVD over BALLONA CREEK

Map 

Coordinates:
+33.99944, -118.40139
33°59'58" N, 118°24'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SEPULVEDA BLVD over BALLONA CREEK
Structure number:53C0280
Location:AT EAST CITY BOUNDRY
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:101.1 ft. [30.8 m]
Total length:203.1 ft. [61.9 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:97.1 ft. [29.6 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built: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:2
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: August 2015 

Status:Open, no restriction [A]
Average daily traffic:27,500 [as of 2005]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 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]
Water adequacy appraisal:Superior to present desirable criteria [9]
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 the assessed or calculated scour condition. [8]
Operating rating:59.4 tons [54.0 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:94.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201594.4Not deficientSatisfactoryVery GoodVery Good27500
August 201393.4Not deficientFairGoodGood27500
August 201193.4Not deficientFairGoodGood27500
December 200993.4Not deficientFairGoodGood27500
August 200793.4Not deficientFairGoodGood27500
September 200693.4Not deficientFairVery GoodGood27500
November 200493.4Not deficientFairVery GoodGood27500
December 200196.0Not deficientGoodVery GoodGood21300
October 199896.0Not deficientGoodVery GoodGood21300
November 199696.0Not deficientGoodVery GoodGood21300
December 199596.0Not deficientSatisfactoryVery GoodGood21300
October 199396.4Not deficientVery GoodVery GoodVery Good21300
October 199196.4Not deficientVery GoodVery GoodVery Good21300