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STATE ROUTE 110 WB over LA RIV,SCRRA,UPRR,AMTRAK

Map 

Coordinates:
+34.08000, -118.22500
34°04'48" N, 118°13'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STATE ROUTE 110 WB over LA RIV,SCRRA,UPRR,AMTRAK
Structure number:53 0042L
Location:07-LA-110-25.43L-LA
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:199.2 ft. [60.7 m]
Total length:854.0 ft. [260.3 m]
Roadway width between curbs:35.1 ft. [10.7 m]
Deck width edge-to-edge:55.4 ft. [16.9 m]
Vertical clearance below bridge:15.4 ft. [4.7 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1944
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2014 

Status:Open, no restriction [A]
Average daily traffic:91,500 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 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 replacement [2]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:47.9 tons [43.5 metric tons]
Inventory rating:31.9 tons [29.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:65.2
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$7,390,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201465.2Functionally obsoleteVery GoodVery GoodVery Good91500
January 201364.0Functionally obsoleteFairSatisfactoryGood91500
January 201164.5Functionally obsoleteFairSatisfactoryGood87350
January 200964.5Functionally obsoleteFairSatisfactoryGood87350
March 200864.5Functionally obsoleteFairSatisfactoryGood87350
July 200664.5Functionally obsoleteFairSatisfactoryGood87350
July 200362.2Structurally deficientPoorSatisfactoryGood87350
March 200362.2Structurally deficientPoorSatisfactoryGood87350
October 200159.7Structurally deficientPoorSatisfactoryGood87350
September 199963.4Functionally obsoleteGoodSatisfactoryGood87350
20000.0Not applicable---87350
May 199763.4Functionally obsoleteGoodGoodGood87350
January 199163.2Functionally obsoleteSatisfactoryGoodGood90100