Share:

PR 2 over YAGUEZ RIVER & URBAN ST

Map

Coordinates:
+18.20000, -67.15000
18°11'60" N, 67°09'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 2 over YAGUEZ RIVER & URBAN ST
Structure number:007291
Location:AT MAYAGUEZ CITY
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:107.0 ft. [32.6 m]
Total length:1439.7 ft. [438.8 m]
Roadway width between curbs:94.8 ft. [28.9 m]
Deck width edge-to-edge:115.5 ft. [35.2 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:1961
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:13
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:53,400 [as of 2005]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:70.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$4,634,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018FairFairSatisfactoryFair5340070.1
August 2016FairFairSatisfactoryFair5340070.1
August 2014FairFairSatisfactoryFair5340066.0
August 2013FairFairSatisfactoryFair5340066.0
September 2012FairSatisfactorySatisfactoryFair5340063.2
November 2010FairFairSatisfactoryFair5340065.2
October 2008FairSatisfactorySatisfactoryFair5340066.2
October 2006FairSatisfactorySatisfactoryFair5300085.0
September 2003FairSatisfactoryFairFair5850085.0
September 2001FairSatisfactoryFairFair5850085.0
March 1999----157000.0
September 1997FairSatisfactoryFairFair5850083.0
April 1996FairSatisfactoryFairSatisfactory4540082.0
March 1994FairSatisfactoryFairFair4400081.0
January 1991FairFairFairFair4250081.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.17,45417,4342000
Deck
Reinforced Concrete Decksq. ft.109,60990,66517,8681,0760
Wearing Surfacessq. ft.40,28933,4004,5212,3680
Substructure
Reinforced Concrete Columneach7976300
Reinforced Concrete Abutmentlinear ft.50245339100
Reinforced Concrete Pier Caplinear ft.9198922070
Joints
Compression Jointlinear ft.1,02721462316426
Bearings
Elastomeric Bearingeach140140000
Movable Bearingeach96702600
Fixed Bearingeach96702600
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2,8812,8552600
Other Material Bridge Raillinear ft.2,7822,4471481870