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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 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:19,500 [as of 2010]
Truck traffic:6% 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: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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201697.2GoodVery GoodVery GoodVery Good-19500
April 201497.2GoodGoodVery GoodGood-19500
May 201297.2GoodGoodVery GoodGood-19500
September 201097.2GoodGoodVery GoodGood-19500
May 200897.2GoodGoodVery GoodGood-19500
June 200697.2GoodGoodVery GoodGood-19500
April 200498.2GoodGoodVery GoodGood-19500
May 200298.7GoodGoodVery GoodGood-14200
July 200092.6GoodGoodVery GoodGoodFO14200
June 199892.6GoodGoodVery GoodGoodFO14200
May 199698.8GoodVery GoodVery GoodVery Good-16200
May 199498.8GoodVery GoodVery GoodVery Good-16200
February 199298.8GoodVery GoodVery GoodVery Good-15450