Share:

PR 627 over GRANDE DE ARECIBO RIVER

Map

Coordinates:
+18.37167, -66.68333
18°22'18" N, 66°40'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 627 over GRANDE DE ARECIBO RIVER
Structure number:019171
Location:11 KM S E OF ARECIBO
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:43.3 ft. [13.2 m]
Total length:337.9 ft. [103.0 m]
Roadway width between curbs:16.4 ft. [5.0 m]
Deck width edge-to-edge:18.7 ft. [5.7 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1988
Year reconstructed:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:8
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:259 [as of 2001]
Truck traffic:2% 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:58.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,127,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairSatisfactorySatisfactoryFair25958.3
July 2015FairSatisfactorySatisfactoryFair25958.3
July 2013FairSatisfactorySatisfactoryFair25958.3
August 2011FairSatisfactorySatisfactorySatisfactory60065.8
August 2009FairSatisfactorySatisfactorySatisfactory60065.8
August 2007FairSatisfactorySatisfactorySatisfactory60065.8
October 2005FairSatisfactorySatisfactorySatisfactory60054.3
December 2002FairSatisfactorySatisfactorySatisfactory60054.3
September 2000FairSatisfactorySatisfactoryFair70047.5
December 1998FairSatisfactorySatisfactoryFair70047.5
July 1996FairSatisfactorySatisfactorySatisfactory70052.9
June 1994FairSatisfactorySatisfactorySatisfactory60056.1
July 1992FairSatisfactorySatisfactorySatisfactory10064.3
February 1991FairSatisfactorySatisfactorySatisfactory10065.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.161926900
Reinforced Concrete Abutmentlinear ft.8982700
Reinforced Concrete Pile Cap/Footinglinear ft.4604600
Joints
Compression Jointlinear ft.9500095
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3773057200
Deck
Reinforced Concrete Slabsq. ft.6,2976,2009700