Share:

42ND ST over INTERSTATE 110

Map 

Coordinates:
+34.00833, -118.27833
34°00'30" N, 118°16'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:42ND ST over INTERSTATE 110
Structure number:53 0905
Location:07-LA-110-19.25-LA
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:117.1 ft. [35.7 m]
Total length:237.9 ft. [72.5 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:71.9 ft. [21.9 m]
Vertical clearance above deck:17.4 ft. [5.3 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:2,400 [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:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:95.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201495.8Not deficientVery GoodVery GoodVery Good2400
September 201294.8Not deficientFairVery GoodGood2400
September 201092.8Functionally obsoleteFairVery GoodGood2400
October 200893.8Functionally obsoleteGoodVery GoodGood2400
January 200793.8Functionally obsoleteGoodVery GoodGood2400
September 200593.8Functionally obsoleteGoodVery GoodGood2400
May 200393.8Functionally obsoleteGoodVery GoodGood2400
April 200193.8Not deficientGoodVery GoodGood2400
November 199893.8Not deficientGoodVery GoodGood2400
May 199397.8Not deficient---2400
November 199093.0Functionally obsoleteVery GoodVery GoodVery Good-