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INTERSTATE 905 EB over PICADOR BLVD

Map 

Coordinates:
+32.56806, -117.05306
32°34'05" N, 117°03'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:INTERSTATE 905 EB over PICADOR BLVD
Structure number:57 0849R
Location:11-SD-905-4.41-SD
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:146.0 ft. [44.5 m]
Total length:148.0 ft. [45.1 m]
Roadway width between curbs:39.0 ft. [11.9 m]
Deck width edge-to-edge:41.0 ft. [12.5 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Owner:State Highway Agency [01]
Year built:1976
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span 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: April 2014 

Status:Open, no restriction [A]
Average daily traffic:19,500 [as of 2010]
Truck traffic:6% 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:Equal to present minimum criteria [6]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:96.6 tons [87.8 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:97.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201497.2Not deficientGoodVery GoodGood19500
May 201297.2Not deficientGoodVery GoodGood19500
September 201097.2Not deficientGoodVery GoodGood19500
May 200897.2Not deficientGoodVery GoodGood19500
June 200697.2Not deficientGoodVery GoodGood19500
April 200498.2Not deficientGoodVery GoodGood19500
May 200298.7Not deficientGoodVery GoodGood14200
July 200092.6Functionally obsoleteGoodVery GoodGood14200
June 199892.6Functionally obsoleteGoodVery GoodGood14200
May 199698.8Not deficientVery GoodVery GoodVery Good16200
May 199498.8Not deficientVery GoodVery GoodVery Good16200
February 199298.8Not deficientVery GoodVery GoodVery Good15450