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SAWTELLE BLVD over BALLONA CREEK

Map 

Coordinates:
+33.99667, -118.40167
33°59'48" N, 118°24'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SAWTELLE BLVD over BALLONA CREEK
Structure number:53C1011
Location:E CITY BNDRY & CULVER D
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:65.9 ft. [20.1 m]
Deck width edge-to-edge:83.0 ft. [25.3 m]
Skew angle:12°
Owner:City or Municipal Highway Agency [04]
Year built:1980
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:12,890 [as of 2010]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 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:Superior to present desirable criteria [9]
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:95.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201595.8Not deficientSatisfactoryVery GoodGood12890
August 201394.8Not deficientFairVery GoodSatisfactory12890
August 201194.8Not deficientFairVery GoodSatisfactory12890
December 200994.3Not deficientFairVery GoodSatisfactory18000
August 200794.3Not deficientFairVery GoodSatisfactory18000
September 200696.3Not deficientSatisfactoryVery GoodGood18000
November 200496.3Not deficientSatisfactoryVery GoodGood18000
October 200196.8Not deficientGoodVery GoodGood13100
August 199996.8Not deficientGoodVery GoodGood13100
December 199796.8Not deficientGoodVery GoodGood13100
October 199497.0Not deficientVery GoodVery GoodVery Good13100
September 199097.0Not deficientVery GoodVery GoodVery Good13100