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N&S5-N110 CONNECTR over ARROYO SECO CHANNEL

Map 

Coordinates:
+34.08500, -118.21667
34°05'06" N, 118°13'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:N&S5-N110 CONNECTR over ARROYO SECO CHANNEL
Structure number:53 1456H
Location:07-LA-005-20.33-LA
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:146.0 ft. [44.5 m]
Total length:408.2 ft. [124.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1962
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:3
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2017 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:18,500 [as of 2009]
Truck traffic:2% of total traffic
Deck condition:Good [7 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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:77.2 tons [70.2 metric tons]
Inventory rating:46.9 tons [42.6 metric tons]
Sufficiency rating:74.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,173,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201774.7GoodGoodGoodGoodFO18500
December 201474.7FairSatisfactoryGoodVery GoodFO18500
January 201373.7FairFairGoodGoodFO18500
May 201174.7FairSatisfactoryGoodGoodFO18500
December 200874.8GoodGoodGoodGoodFO17502
August 200774.8GoodGoodGoodGoodFO17502
May 200574.8GoodGoodGoodGoodFO17502
June 200374.8GoodGoodGoodGoodFO17502
April 200174.8GoodGoodGoodGoodFO17502
February 200074.8GoodGoodGoodGoodFO17502
July 199874.8GoodGoodGoodGoodFO17502
September 199477.3GoodVery GoodVery GoodVery Good-17502
January 199277.3GoodVery GoodVery GoodVery Good-17502
December 198874.9GoodVery GoodVery GoodVery Good-14100