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PR 2 RAMAL over LA SALUD CREEK

Map

Coordinates:
+18.19000, -67.14667
18°11'24" N, 67°08'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 2 RAMAL over LA SALUD CREEK
Structure number:000691
Location:C. POST/ SEC DEPORTES MAY
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:11.5 ft. [3.5 m]
Total length:25.9 ft. [7.9 m]
Roadway width between curbs:28.5 ft. [8.7 m]
Deck width edge-to-edge:46.3 ft. [14.1 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1949
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
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: August 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:13,700 [as of 2001]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:47.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$2,915,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairFairFairFair1370047.8
August 2015FairFairFairFair1370047.6
August 2013FairFairFairFair1370047.6
September 2011FairFairFairFair1370064.0
August 2009FairFairFairFair1500063.8
December 2007FairFairFairFair1500063.8
May 2006FairFairFairFair1500052.1
September 2004FairFairFairFair1500052.1
September 2001FairFairFairFair1500052.1
August 1999FairFairFairFair1500052.1
September 1997FairFairFairFair1500052.1
February 1996FairFairFairFair1500052.6
June 1993FairFairFairFair1450052.7
September 1991FairSatisfactoryFairFair1400053.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.49301630
Reinforced Concrete Abutmentlinear ft.98752030
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.52252070
Deck
Reinforced Concrete Slabsq. ft.1,1951,044140110
Wearing Surfacessq. ft.732073200