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PR 976 over JUAN DIEGO CREEK

Ceiba, Puerto Rico

Map

Coordinates:
+18.27634, -65.70744
18°16'35" N, 65°42'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 976 over JUAN DIEGO CREEK
Structure number:006841
Location:4 MILES WEST OF CEIBA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:10.8 ft. [3.3 m]
Total length:32.5 ft. [9.9 m]
Roadway width between curbs:19.7 ft. [6.0 m]
Deck width edge-to-edge:26.2 ft. [8.0 m]
Skew angle:29°
Owner:State Highway Agency [01]
Year built:1954
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
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: June 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:2,907 [as of 2009]
Truck traffic:5% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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 assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:48.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$116,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
June 2018Fair6 out of 10290748.3
July 2016Fair5 out of 10290737.4
June 2014Fair5 out of 10290737.1
June 2012Fair5 out of 1070019.2
July 2010Fair5 out of 1070067.7
August 2008Fair5 out of 1070067.7
September 2006Fair5 out of 1070047.2
April 2003Fair5 out of 1070047.2
May 2000Fair6 out of 10100054.1
April 1998Fair6 out of 10100054.1
June 1996Fair6 out of 10180053.8
August 1994Fair6 out of 10170053.8
August 1992Fair6 out of 10170053.8
February 1991Fair6 out of 10210053.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.79463300
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.66473160