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PR 614 over CIALITOS RIVER

Map

Coordinates:
+18.28600, -66.51478
18°17'10" N, 66°30'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 614 over CIALITOS RIVER
Structure number:008801
Location:10 KM SOUTHWEST OF CIALES
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Rural) [09]
Length of largest span:35.8 ft. [10.9 m]
Total length:100.4 ft. [30.6 m]
Roadway width between curbs:20.7 ft. [6.3 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1963
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: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: January 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:800 [as of 2005]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:12.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$566,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairSatisfactorySatisfactoryFair80012.5
January 2015FairSatisfactorySatisfactoryFair80013.0
January 2013FairSatisfactorySatisfactoryFair80010.4
January 2011FairFairFairFair80012.5
January 2009FairSatisfactoryFairFair85012.5
May 2007FairSatisfactorySatisfactoryFair85049.0
June 2005FairSatisfactorySatisfactoryFair75036.9
March 2003FairSatisfactorySatisfactoryFair75036.9
May 2000FairSatisfactorySatisfactoryFair75041.3
June 1998FairSatisfactorySatisfactorySatisfactory75047.4
February 1996FairSatisfactorySatisfactorySatisfactory75049.7
December 1993FairSatisfactoryFairSatisfactory74044.4
March 1992FairSatisfactoryFairSatisfactory74044.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.52032200
Reinforced Concrete Abutmentlinear ft.52421000
Reinforced Concrete Pile Cap/Footinglinear ft.2602600
Reinforced Concrete Pier Caplinear ft.52421000
Bearings
Elastomeric Bearingeach40040
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2001811630
Deck
Reinforced Concrete Slabsq. ft.2,0671,91615100
Wearing Surfacessq. ft.2,0672,067000