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PR 1 over CA¥AS RIVER

Map

Coordinates:
+18.29667, -66.05167
18°17'48" N, 66°03'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 1 over CA¥AS RIVER
Structure number:006611
Location:0.35 KM S INT PR175 & PR1
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:42.7 ft. [13.0 m]
Total length:113.5 ft. [34.6 m]
Roadway width between curbs:54.8 ft. [16.7 m]
Deck width edge-to-edge:61.0 ft. [18.6 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1953
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: 2071

Good/Fair/Poor Condition:Fair
Average daily traffic:4,727 [as of 8200]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Sufficiency rating:601.0
Estimated cost of work:$19,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
2071Fair7 out of 104727601.0
July 2017FairN out of 104727860.1
June 2015FairN out of 104727860.1
June 2013FairN out of 104727860.1
June 2011FairN out of 104727874.5
June 2009FairN out of 105450062.5
May 2007FairN out of 105120063.0
June 2005PoorN out of 105120031.2
January 2002FairN out of 104920049.3
October 1999FairN out of 106220047.1
August 1997FairN out of 106100048.3
February 1996FairN out of 103580049.0
October 1993FairN out of 103770072.2
January 1991FairN out of 103010061.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,13298514430
Deck
Reinforced Concrete Top Flangesq. ft.7,1691,8944,3069690
Substructure
Reinforced Concrete Columneach86200
Reinforced Concrete Abutmentlinear ft.1481252300
Reinforced Concrete Pier Caplinear ft.1481351300
Joints
Compression Jointlinear ft.29500164131
Bearings
Movable Bearingeach40024160
Fixed Bearingeach4003280
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.33817498660