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PR 23 over PIEDRAS RIVER

Map

Coordinates:
+18.41618, -66.07832
18°24'58" N, 66°04'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 23 over PIEDRAS RIVER
Structure number:005862
Location:0.90 KM W INT PR18 & PR2
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:40.0 ft. [12.2 m]
Total length:101.7 ft. [31.0 m]
Roadway width between curbs:31.2 ft. [9.5 m]
Deck width edge-to-edge:41.7 ft. [12.7 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1951
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: June 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:20,850 [as of 2002]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:63.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$921,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairSatisfactorySatisfactorySatisfactory2085063.9
June 2016FairSatisfactorySatisfactorySatisfactory2085063.9
June 2014FairSatisfactorySatisfactorySatisfactory2241463.8
June 2012FairSatisfactorySatisfactorySatisfactory2241458.7
July 2010FairSatisfactorySatisfactorySatisfactory2170076.7
May 2008FairSatisfactorySatisfactorySatisfactory4610075.2
June 2006FairSatisfactorySatisfactorySatisfactory2180052.8
May 2004FairSatisfactorySatisfactorySatisfactory2180052.8
May 2001FairSatisfactorySatisfactorySatisfactory1895053.0
March 1999FairSatisfactorySatisfactorySatisfactory2225052.7
March 1996FairSatisfactorySatisfactorySatisfactory2220051.5
August 1993FairSatisfactorySatisfactorySatisfactory2670050.8
November 1991FairSatisfactorySatisfactorySatisfactory2670050.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.8585000
Reinforced Concrete Abutmentlinear ft.8585000
Reinforced Concrete Pile Cap/Footinglinear ft.77000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2071941300
Deck
Reinforced Concrete Slabsq. ft.4,3164,14417200
Wearing Surfacessq. ft.3,2083,208000