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PR 348 over LOS VAZQUEZ CREEK

Map

Coordinates:
+18.14833, -67.06333
18°08'54" N, 67°03'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 348 over LOS VAZQUEZ CREEK
Structure number:013001
Location:7 KM EAST OF HORMIGUEROS
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:19.7 ft. [6.0 m]
Total length:22.6 ft. [6.9 m]
Roadway width between curbs:18.0 ft. [5.5 m]
Deck width edge-to-edge:20.3 ft. [6.2 m]
Owner:State Highway Agency [01]
Year built:1950
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:600 [as of 2005]
Truck traffic:3% 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:56.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$125,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017FairSatisfactorySatisfactorySatisfactory60056.7
February 2015FairSatisfactorySatisfactorySatisfactory60056.7
January 2013FairSatisfactorySatisfactorySatisfactory60051.8
January 2011FairSatisfactorySatisfactorySatisfactory60073.5
December 2008FairSatisfactorySatisfactorySatisfactory50073.6
June 2007FairSatisfactorySatisfactorySatisfactory50073.6
September 2005FairFairSatisfactorySatisfactory50062.4
October 2003FairSatisfactorySatisfactorySatisfactory50066.4
September 2001FairSatisfactorySatisfactorySatisfactory50066.4
December 1999FairSatisfactorySatisfactorySatisfactory50066.4
September 1997FairFairFairSatisfactory50054.3
April 1996FairFairFairSatisfactory55054.2
July 1994FairFairFairSatisfactory50054.3
August 1992FairFairFairSatisfactory51554.3
February 1991FairFairFairSatisfactory51051.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.92791300
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.46262000
Deck
Reinforced Concrete Slabsq. ft.46342032110
Wearing Surfacessq. ft.409409000