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ROSECRANS AVE over INTERSTATE 110

Map 

Coordinates:
+33.90167, -118.28639
33°54'06" N, 118°17'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ROSECRANS AVE over INTERSTATE 110
Structure number:53 2751
Location:07-LA-110-11.89-LA
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:137.8 ft. [42.0 m]
Total length:263.8 ft. [80.4 m]
Roadway width between curbs:84.6 ft. [25.8 m]
Deck width edge-to-edge:103.7 ft. [31.6 m]
Vertical clearance below bridge:17.7 ft. [5.4 m]
Owner:State Highway Agency [01]
Year built:1996
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: June 2014 

Status:Open, no restriction [A]
Average daily traffic:35,790 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:93.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201493.3Not deficientGoodVery GoodGood35790
June 201293.3Not deficientGoodVery GoodGood35790
July 201093.3Not deficientGoodVery GoodGood35790
August 200893.3Not deficientGoodVery GoodGood35790
November 200693.3Not deficientGoodVery GoodGood35790
April 200593.3Not deficientGoodVery GoodGood35790
April 200394.0Not deficientGoodVery GoodGood20000
April 200194.0Not deficientGoodVery GoodGood20000
September 199894.0Not deficientGoodVery GoodGood20000