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29 STREET S.E. over DOĽA ANA CREEK

Map

Coordinates:
+18.40064, -66.07890
18°24'02" N, 66°04'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:29 STREET S.E. over DOĽA ANA CREEK
Structure number:021431
Location:0.05KM OF A. MIRANDA AVE.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:30.2 ft. [9.2 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:40.4 ft. [12.3 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
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:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: 2061

Good/Fair/Poor Condition:Fair
Average daily traffic:850 [as of 200]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal: [1]
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 replacement [2]
Water adequacy appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Sufficiency rating:561.0
Estimated cost of work:$2,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
2061Fair6 out of 10850561.0
July 2018FairN out of 10850058.2
June 2016FairN out of 10850056.1
June 2014FairN out of 10850056.0
June 2012FairN out of 10850063.7
August 2010FairN out of 10850063.7
April 2008FairN out of 10850063.7
August 2006FairN out of 10850043.6
August 2004FairN out of 10850051.1
February 2002FairN out of 10850043.6
October 1999FairN out of 10850045.7
August 1997FairN out of 10750044.9
October 1995FairN out of 10750045.3
May 1993FairN out of 10750062.1
August 1991FairN out of 10735061.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.6966861000
Substructure
Reinforced Concrete Columneach88000
Reinforced Concrete Abutmentlinear ft.8275700
Joints
Compression Jointlinear ft.8208200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.620321020
Deck
Reinforced Concrete Slabsq. ft.78667810800
Wearing Surfacessq. ft.3983871100