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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: December 2014 

Status:Open, no restriction [A]
Average daily traffic:18,500 [as of 2009]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:74.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$2,173,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201474.7Functionally obsoleteSatisfactoryGoodVery Good18500
January 201373.7Functionally obsoleteFairGoodGood18500
May 201174.7Functionally obsoleteSatisfactoryGoodGood18500
December 200874.8Functionally obsoleteGoodGoodGood17502
August 200774.8Functionally obsoleteGoodGoodGood17502
May 200574.8Functionally obsoleteGoodGoodGood17502
June 200374.8Functionally obsoleteGoodGoodGood17502
April 200174.8Functionally obsoleteGoodGoodGood17502
February 200074.8Functionally obsoleteGoodGoodGood17502
July 199874.8Functionally obsoleteGoodGoodGood17502
September 199477.3Not deficientVery GoodVery GoodVery Good17502
January 199277.3Not deficientVery GoodVery GoodVery Good17502
December 198874.9Not deficientVery GoodVery GoodVery Good14100