Share:

PR 111R over ANON CREEK

Map

Coordinates:
+18.29167, -66.87667
18°17'30" N, 66°52'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 111R over ANON CREEK
Structure number:020031
Location:AT SOUTH OF LARES
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:23.3 ft. [7.1 m]
Total length:24.6 ft. [7.5 m]
Roadway width between curbs:28.5 ft. [8.7 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1971
Year reconstructed:1981
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:5,300 [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 corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
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:48.4
Estimated cost of work:$172,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2016FairSatisfactorySatisfactorySatisfactory530048.4
November 2014FairSatisfactorySatisfactorySatisfactory530048.4
November 2012FairSatisfactorySatisfactorySatisfactory530044.7
December 2010FairFairSatisfactorySatisfactory530075.3
December 2008FairSatisfactorySatisfactorySatisfactory390078.5
May 2007FairSatisfactorySatisfactorySatisfactory320068.4
June 2005FairSatisfactorySatisfactorySatisfactory320068.4
October 2003FairSatisfactorySatisfactorySatisfactory320068.4
May 2001FairSatisfactorySatisfactorySatisfactory270072.2
January 1999FairSatisfactorySatisfactorySatisfactory270072.2
December 1996FairSatisfactorySatisfactorySatisfactory280068.4
November 1994FairSatisfactorySatisfactorySatisfactory200072.9
December 1992FairSatisfactorySatisfactoryFair123061.9
November 1991FairFairFairFair123060.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.384381300
Deck
Reinforced Concrete Top Flangesq. ft.6465717500
Wearing Surfacessq. ft.646646000
Substructure
Reinforced Concrete Abutmentlinear ft.154147700
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.5653300