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S710-HUMPHREYS AV over E&W60-S710 CONNECTOR RMP

Map 

Coordinates:
+34.02333, -118.17000
34°01'24" N, 118°10'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:S710-HUMPHREYS AV over E&W60-S710 CONNECTOR RMP
Structure number:53 1712K
Location:07-LA-710-24.32-LA
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:82.0 ft. [25.0 m]
Total length:208.0 ft. [63.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1967
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 Cast-in-Place [1]

Latest Available Inspection: July 2014 

Status:Open, no restriction [A]
Average daily traffic:2,000 [as of 2010]
Truck traffic:5% 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:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Operating rating:41.0 tons [37.3 metric tons]
Inventory rating:31.7 tons [28.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:78.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,034,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201478.0Functionally obsoleteSatisfactoryVery GoodVery Good2000
July 201280.3Functionally obsoleteSatisfactoryGoodGood2000
November 201080.3Functionally obsoleteSatisfactoryGoodGood2000
July 200880.3Functionally obsoleteGoodGoodGood2000
November 200680.3Functionally obsoleteGoodGoodGood2000
July 200480.3Functionally obsoleteGoodGoodGood2000
July 200280.3Functionally obsoleteGoodGoodGood1800
April 200180.3Functionally obsoleteGoodGoodGood1800
December 199780.3Functionally obsoleteGoodGoodGood1800
November 199478.7Functionally obsoleteVery GoodVery GoodVery Good2800
March 199278.7Functionally obsoleteVery GoodVery GoodVery Good2800