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ACCESS PR 181 & 30 over PR 30

Map

Coordinates:
+18.25667, -65.97333
18°15'24" N, 65°58'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ACCESS PR 181 & 30 over PR 30
Structure number:009752
Location:0.8 KM S W OF GURABO
Purpose:Carries highway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:49.2 ft. [15.0 m]
Total length:171.9 ft. [52.4 m]
Roadway width between curbs:35.8 ft. [10.9 m]
Deck width edge-to-edge:40.7 ft. [12.4 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1968
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Concrete continuous [2]
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: April 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:1,050 [as of 2005]
Truck traffic:4% 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:Better than present minimum criteria [7]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:79.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,300,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairSatisfactorySatisfactorySatisfactory105079.4
February 2016FairSatisfactorySatisfactorySatisfactory105079.4
February 2014FairSatisfactorySatisfactorySatisfactory105080.1
March 2012FairSatisfactorySatisfactorySatisfactory105079.4
April 2010FairSatisfactoryFairSatisfactory105069.4
June 2008FairSatisfactorySatisfactorySatisfactory105075.4
November 2006FairSatisfactorySatisfactorySatisfactory105090.0
August 2004FairSatisfactorySatisfactorySatisfactory105090.0
May 2002FairSatisfactorySatisfactorySatisfactory105090.0
November 2000FairSatisfactorySatisfactorySatisfactory55093.0
April 1998FairSatisfactorySatisfactorySatisfactory105089.9
February 1996FairSatisfactorySatisfactorySatisfactory300087.8
August 1993FairFairFairFair200075.8
November 1991FairFairFairFair200075.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.863860300
Deck
Reinforced Concrete Decksq. ft.6,13506,13500
Substructure
Reinforced Concrete Columneach99000
Reinforced Concrete Abutmentlinear ft.1311181300
Reinforced Concrete Pier Caplinear ft.125125000
Joints
Strip Seal Jointlinear ft.8208200
Bearings
Movable Bearingeach1000100
Fixed Bearingeach1501500
Bridge Rail
Other Material Bridge Raillinear ft.384384000