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PR 123 over GRANDE DE ARECIBO RIVER

Map

Coordinates:
+18.35500, -66.67333
18°21'18" N, 66°40'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 123 over GRANDE DE ARECIBO RIVER
Structure number:023631
Location:13.3 KM S E OF ARECIBO
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:4.3 ft. [1.3 m]
Total length:182.1 ft. [55.5 m]
Roadway width between curbs:34.5 ft. [10.5 m]
Deck width edge-to-edge:37.4 ft. [11.4 m]
Skew angle:22°
Owner:State Highway Agency [01]
Year built:1994
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:30
Main spans material:Concrete [1]
Main spans design:Culvert [19]
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, posting recommended but not legally implemented [B]
Average daily traffic:1,100 [as of 2005]
Truck traffic:4% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:75.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$127,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
July 2017Fair6 out of 10110075.6
July 2015Fair6 out of 10110075.7
July 2013Fair6 out of 10110075.8
August 2011Fair6 out of 10110077.2
August 2009Fair6 out of 10110077.2
August 2007Fair6 out of 10110077.2
October 2005Fair6 out of 10110065.6
December 2002Fair6 out of 10580059.9
September 2000Fair6 out of 10580059.9
September 1998Fair6 out of 10580059.9
July 1996Good7 out of 10440061.9
July 1994Good8 out of 10430060.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.1,5121,089374490
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.22017771620