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PR 615 over TORO NEGRO RIVER

Map

Coordinates:
+18.29000, -66.48500
18°17'24" N, 66°29'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 615 over TORO NEGRO RIVER
Structure number:005991
Location:4 MILES S W OF CIALES
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:24.0 ft. [7.3 m]
Total length:73.2 ft. [22.3 m]
Roadway width between curbs:19.7 ft. [6.0 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Owner:State Highway Agency [01]
Year built:1950
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:2,200 [as of 2002]
Truck traffic:2% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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:Basically intolerable requiring high priority of corrrective action [3]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:49.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$446,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairFairFairFair220049.1
May 2015FairFairFairFair220049.1
April 2013FairFairFairFair220049.1
March 2011FairSatisfactorySatisfactoryFair180060.7
March 2009FairSatisfactoryFairFair180060.7
May 2007FairSatisfactoryFairFair105062.1
June 2005PoorSeriousSeriousPoor10502.0
March 2003FairSatisfactoryFairFair105023.8
May 2000FairSatisfactoryFairFair105029.1
September 1998FairSatisfactorySatisfactorySatisfactory105040.9
February 1996FairSatisfactorySatisfactorySatisfactory105040.9
December 1993FairFairFairSatisfactory105027.9
March 1992FairFairFairFair105027.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Columneach2552000
Reinforced Concrete Abutmentlinear ft.82334900
Reinforced Concrete Pile Cap/Footinglinear ft.8208200
Deck
Reinforced Concrete Slabsq. ft.1,6151,52865220
Wearing Surfacessq. ft.1,6151,615000