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ADAMS BLVD over INTERSTATE 110

Map 

Coordinates:
+34.02500, -118.27500
34°01'30" N, 118°16'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ADAMS BLVD over INTERSTATE 110
Structure number:53 0893
Location:07-LA-110-20.71-LA
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:76.1 ft. [23.2 m]
Total length:152.9 ft. [46.6 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:92.5 ft. [28.2 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:14°
Owner:State Highway Agency [01]
Year built:1956
Year reconstructed:2012
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:2
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:14,400 [as of 2014]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 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 replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Scour condition:Bridge not over waterway. [N]
Operating rating:104.4 tons [94.9 metric tons]
Inventory rating:63.0 tons [57.3 metric tons]
Sufficiency rating:90.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,009,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201490.5Not deficientVery GoodGoodVery Good14400
October 201290.5Not deficientGoodGoodGood14400
October 201088.5Functionally obsoleteGoodGoodGood14400
November 200888.5Functionally obsoleteGoodGoodGood14400
February 200788.5Functionally obsoleteGoodGoodGood14400
October 200588.5Functionally obsoleteGoodGoodGood14400
May 200388.5Not deficientSatisfactoryGoodGood14400
July 200188.5Not deficientSatisfactoryGoodGood14400
February 199988.5Not deficientSatisfactoryGoodGood14400
October 199693.0Functionally obsoleteVery GoodVery GoodVery Good-
May 199393.0Functionally obsoleteVery GoodVery GoodVery Good-
November 199093.0Functionally obsoleteVery GoodVery GoodVery Good-