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PR 842 over ARENAS CREEK

Map

Coordinates:
+18.30305, -66.06368
18°18'11" N, 66°03'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 842 over ARENAS CREEK
Structure number:008491
Location:5 KM NORTH WEST OF CAGUAS
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:11.5 ft. [3.5 m]
Total length:23.6 ft. [7.2 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Owner:State Highway Agency [01]
Year built:1961
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:9,048 [as of 2003]
Truck traffic:4% of total traffic
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
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:23.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$13,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2018Fair6 out of 10904823.7
November 2016Fair6 out of 10904870.2
November 2014Fair6 out of 10904823.7
November 2012Fair6 out of 10904870.2
November 2010Fair6 out of 10450074.1
October 2008Fair6 out of 10450076.1
January 2007Fair6 out of 10350066.3
August 2004Fair6 out of 10350066.3
January 2002Fair6 out of 10350066.3
October 1999Fair6 out of 10350066.3
August 1997Fair6 out of 10350063.3
February 1996Fair6 out of 10730058.1
February 1993Fair5 out of 10670047.1
November 1991Fair5 out of 10670047.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.3023700
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.5252000