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PR 187 over GRANDE DE LOIZA RIVER

Map

Coordinates:
+18.43333, -65.88500
18°25'60" N, 65°53'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 187 over GRANDE DE LOIZA RIVER
Structure number:018251
Location:1 KM WEST OF LOIZA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:117.5 ft. [35.8 m]
Total length:1353.1 ft. [412.4 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:52.2 ft. [15.9 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Skew angle:23°
Owner:State Highway Agency [01]
Year built:1985
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:11
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
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:Open, posting recommended but not legally implemented [B]
Average daily traffic:13,000 [as of 2002]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:73.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$15,344,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairSatisfactorySatisfactoryFair1300073.0
August 2017PoorFairSeriousFair1300039.0
January 2017PoorFairSeriousFair1300039.0
December 2015PoorSatisfactorySeriousFair1180040.0
October 2014PoorSatisfactorySeriousFair1180040.0
September 2013PoorFairPoorSatisfactory1180056.0
September 2012PoorFairPoorSatisfactory1180055.1
March 2012PoorFairPoorSatisfactory1520056.0
December 2010PoorFairPoorSatisfactory1180056.0
August 2007FairSatisfactorySatisfactorySatisfactory1090084.0
February 2003FairSatisfactorySatisfactorySatisfactory1090084.0
February 2000FairSatisfactorySatisfactorySatisfactory1060084.0
October 1997FairSatisfactorySatisfactorySatisfactory1710084.0
February 1996FairSatisfactorySatisfactorySatisfactory590087.3
June 1993FairSatisfactorySatisfactorySatisfactory1540084.0
December 1991FairFairSatisfactorySatisfactory1540083.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Columneach2018020
Reinforced Concrete Pier Caplinear ft.84069201480