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THURMAN AVE over BALLONA CREEK

Map 

Coordinates:
+34.04194, -118.35917
34°02'31" N, 118°21'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:THURMAN AVE over BALLONA CREEK
Structure number:53C1340
Location:0.2 MI N WASHINGTON BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:56.1 ft. [17.1 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:62.0 ft. [18.9 m]
Skew angle:46°
Owner:City or Municipal Highway Agency [04]
Year built:1974
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2014 

Status:Open, no restriction [A]
Average daily traffic:2,462 [as of 2010]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry 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: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:79.1 tons [71.9 metric tons]
Inventory rating:47.4 tons [43.1 metric tons]
Sufficiency rating:95.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201495.7Not deficientSatisfactoryGoodGood2462
June 201295.7Not deficientSatisfactoryGoodGood2462
October 201096.9Not deficientSatisfactoryGoodGood940
June 200896.9Not deficientSatisfactoryGoodGood940
February 200796.9Not deficientSatisfactoryGoodGood940
July 200596.9Not deficientSatisfactoryGoodGood940
August 200096.6Not deficientGoodGoodGood2800
August 199896.6Not deficientGoodGoodGood2800
August 199696.6Not deficientGoodGoodGood2800
November 199496.6Not deficientVery GoodVery GoodVery Good2800
October 199096.6Not deficientVery GoodVery GoodVery Good2800