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DE DIEGO AVENUE over DO%A ANA CREEK

Map

Coordinates:
+18.39667, -66.09000
18°23'48" N, 66°05'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:DE DIEGO AVENUE over DO%A ANA CREEK
Structure number:021061
Location:REPARTO METROPOLITANO RP
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:10.5 ft. [3.2 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:36.4 ft. [11.1 m]
Deck width edge-to-edge:50.5 ft. [15.4 m]
Owner:State Highway Agency [01]
Year built:1955
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:20,199 [as of 2005]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:79.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$339,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairSatisfactorySatisfactorySatisfactory2019979.9
July 2016FairSatisfactorySatisfactorySatisfactory2019979.9
July 2014FairSatisfactorySatisfactorySatisfactory2019980.2
July 2012FairSatisfactorySatisfactorySatisfactory2019986.9
August 2010FairSatisfactorySatisfactorySatisfactory2019986.9
April 2008FairSatisfactorySatisfactorySatisfactory2000086.9
August 2006FairSatisfactorySatisfactorySatisfactory2000075.4
August 2004FairSatisfactorySatisfactorySatisfactory2000075.4
August 2002FairSatisfactoryFairSatisfactory2000065.0
July 2000FairSatisfactoryFairSatisfactory2630064.1
December 1998FairSatisfactoryFairSatisfactory2000065.0
August 1996FairSatisfactoryFairSatisfactory2000065.0
September 1994FairSatisfactorySatisfactorySatisfactory2370075.6
September 1992FairFairFairFair500067.3
January 1991FairFairFairFair500074.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,079702302750
Deck
Reinforced Concrete Decksq. ft.1,5616577531510
Wearing Surfacessq. ft.1,10987202370
Substructure
Reinforced Concrete Columneach83320
Reinforced Concrete Abutmentlinear ft.1023052200
Reinforced Concrete Pier Caplinear ft.1026623130
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.620161333