Share:

PR 17 (PI¥ERO over JOSEFINA CREEK

Map

Coordinates:
+18.40696, -65.90076
18°24'25" N, 65°54'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 17 (PI¥ERO over JOSEFINA CREEK
Structure number:012021
Location:0.6 KM WEST OF PR 18
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:30.5 ft. [9.3 m]
Total length:61.4 ft. [18.7 m]
Roadway width between curbs:74.5 ft. [22.7 m]
Deck width edge-to-edge:110.9 ft. [33.8 m]
Owner:State Highway Agency [01]
Year built:1950
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
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: 2081

Good/Fair/Poor Condition:Fair
Average daily traffic:6,250 [as of 200]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
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:664.0
Estimated cost of work:$700,147,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
2081Fair6 out of 106250664.0
October 2018FairN out of 106250066.4
August 2016FairN out of 106250066.4
August 2014FairN out of 106250066.4
August 2012FairN out of 106250062.2
September 2010FairN out of 106000070.8
September 2008FairN out of 106250070.5
October 2006FairN out of 106000058.1
May 2004FairN out of 106000048.0
April 2001FairN out of 105760048.4
March 1999FairN out of 105800048.3
July 1996FairN out of 104850048.2
August 1994FairN out of 105110049.6
September 1992FairN out of 105520047.8
January 1991FairN out of 102180063.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.3629700
Reinforced Concrete Abutmentlinear ft.2231774600
Steel Pileeach1501500
Reinforced Concrete Pier Caplinear ft.102891300
Bearings
Elastomeric Bearingeach30300
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1571050520
Deck
Reinforced Concrete Slabsq. ft.6,7926,45833400
Wearing Surfacessq. ft.5,0384,48905490