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TAMPA AVE over ROUTE 118

Map

Coordinates:
+34.27210, -118.55592
34°16'20" N, 118°33'21" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TAMPA AVE over ROUTE 118
Structure number:53 2647
Location:07-LA-118-R4.64-LA
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:107.9 ft. [32.9 m]
Total length:209.0 ft. [63.7 m]
Roadway width between curbs:102.0 ft. [31.1 m]
Deck width edge-to-edge:118.1 ft. [36.0 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:21°
Owner:State Highway Agency [01]
Year built:1980
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 - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:17,500 [as of 1998]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:80.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,847,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairGoodFairGood1750080.0
May 2016FairGoodSatisfactoryVery Good1750091.3
May 2014FairSatisfactoryVery GoodGood1750091.3
May 2012FairSatisfactoryVery GoodGood1750091.3
October 2010FairSatisfactoryVery GoodGood1750091.3
May 2008FairSatisfactoryVery GoodGood1750091.3
June 2006FairSatisfactoryVery GoodGood1750091.3
December 2004GoodGoodVery GoodGood1750091.3
January 2003GoodGoodVery GoodGood1750091.3
February 2001GoodGoodVery GoodGood1750093.3
December 1998GoodGoodVery GoodGood1750093.3
January 1997GoodGoodVery GoodGood1750093.3
January 1995GoodExcellentExcellentExcellent1750093.6
April 1991GoodExcellentExcellentExcellent1750093.6