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PR 681 over TIBURONES CHANNEL

Map

Coordinates:
+18.47500, -66.69667
18°28'30" N, 66°41'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 681 over TIBURONES CHANNEL
Structure number:007021
Location:3 MILES EAST OF ARECIBO
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:35.4 ft. [10.8 m]
Total length:70.9 ft. [21.6 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:45.9 ft. [14.0 m]
Owner:State Highway Agency [01]
Year built:1955
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 continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:9,600 [as of 2001]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:26.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$708,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018PoorFairPoorFair960026.9
October 2016PoorFairPoorFair960026.9
October 2015PoorFairPoorFair960026.9
September 2014PoorFairPoorFair960060.3
August 2013PoorFairPoorFair960060.3
August 2011PoorFairPoorFair660064.2
August 2009PoorFairPoorFair660064.2
August 2007PoorFairPoorFair660064.2
October 2005PoorSatisfactoryPoorFair880027.8
December 2002PoorSatisfactoryPoorFair880027.8
March 2000PoorSatisfactoryPoorFair880027.8
August 1998PoorSatisfactoryPoorSatisfactory870026.4
April 1996PoorSatisfactoryPoorSatisfactory550030.8
January 1994PoorSatisfactoryPoorSatisfactory460051.6
March 1992PoorSatisfactoryPoorSatisfactory800051.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Columneach30300
Reinforced Concrete Abutmentlinear ft.2301389200
Reinforced Concrete Pile Cap/Footinglinear ft.6262000
Reinforced Concrete Pier Caplinear ft.115001150