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PR 14 WESTBOUND over SANTO DOMINGO CREEK

Cayey, Puerto Rico

Map

Coordinates:
+18.11667, -66.16667
18°07'00" N, 66°10'00" W
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Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 14 WESTBOUND over SANTO DOMINGO CREEK
Structure number:001801
Location:0.20 KM WEST OF INT PR 15
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:13.1 ft. [4.0 m]
Total length:29.2 ft. [8.9 m]
Roadway width between curbs:21.3 ft. [6.5 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:State Highway Agency [01]
Year built:1881
Historic significance:Bridge is on the National Register of Historic Places [1]
Number of main spans:2
Main spans material:Masonry [8]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:7,400 [as of 2005]
Truck traffic:5% 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:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:43.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$473,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairSatisfactorySatisfactorySatisfactory740043.8
June 2015FairSatisfactorySatisfactorySatisfactory740043.8
June 2013FairSatisfactorySatisfactorySatisfactory740043.8
June 2011FairSatisfactorySatisfactorySatisfactory740072.0
June 2009FairSatisfactorySatisfactorySatisfactory710072.1
October 2007FairSatisfactorySatisfactorySatisfactory710072.1
December 2005FairSatisfactorySatisfactorySatisfactory710048.3
February 2003FairSatisfactorySatisfactorySatisfactory690048.3
December 2000FairSatisfactorySatisfactorySatisfactory680052.5
June 1998FairFairSatisfactorySatisfactory320048.1
February 1996FairFairSatisfactorySatisfactory300052.3
July 1993FairSatisfactorySatisfactorySatisfactory920048.2
October 1991FairFairFairFair920044.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Deck
Reinforced Concrete Decksq. ft.70053916100
Wearing Surfacessq. ft.70057112900
Superstructure
Masonry Archlinear ft.3939000
Substructure
Other Material Pier Walllinear ft.26161000
Masonry Abutmentlinear ft.69591000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.7575000
Reinforced Concrete Bridge Raillinear ft.75423300