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PR 18 over DOMENECH STREET

Map

Coordinates:
+18.41500, -66.07333
18°24'54" N, 66°04'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 18 over DOMENECH STREET
Structure number:010121
Location:AT EAST BITHORN STADIUM
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:76.1 ft. [23.2 m]
Total length:172.9 ft. [52.7 m]
Roadway width between curbs:136.8 ft. [41.7 m]
Deck width edge-to-edge:143.7 ft. [43.8 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1967
Year reconstructed:1982
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:3
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: September 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:246,900 [as of 2002]
Truck traffic:5% of total traffic
Deck condition:Fair [5 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:Superior to present desirable criteria [9]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:In place but re-evaluation of design suggested [4]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:86.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$254,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairFairSatisfactorySatisfactory24690086.1
September 2015FairFairSatisfactorySatisfactory24690087.8
September 2013FairFairSatisfactorySatisfactory27000087.8
September 2012FairFairSatisfactorySatisfactory27000082.8
September 2010FairFairSatisfactorySatisfactory27000085.1
August 2008FairFairSatisfactorySatisfactory27000085.1
October 2006FairFairSatisfactorySatisfactory27000084.1
August 2004FairFairSatisfactorySatisfactory27000084.1
December 2002FairFairSatisfactorySatisfactory22010084.1
May 2000FairFairSatisfactorySatisfactory20360083.1
October 1998FairSatisfactorySatisfactorySatisfactory21480083.1
March 1996FairFairSatisfactorySatisfactory22240092.0
September 1993FairFairSatisfactorySatisfactory19820092.0
November 1991FairFairFairSatisfactory15649081.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,0371,030700
Reinforced Concrete Girder/Beamlinear ft.2,4182,3496900
Deck
Reinforced Concrete Top Flangesq. ft.24,83220,5813,5846670
Substructure
Reinforced Concrete Columneach1616000
Reinforced Concrete Abutmentlinear ft.3713353600
Reinforced Concrete Pier Caplinear ft.2822592300
Bearings
Elastomeric Bearingeach2828000
Movable Bearingeach64441280
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.427213148660