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PR 105 over DEPRESSION

Map

Coordinates:
+18.18333, -66.97000
18°10'60" N, 66°58'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 105 over DEPRESSION
Structure number:002121
Location:2 KM EAST OF MARICAO
Route classification:Minor Arterial (Rural) [06]
Length of largest span:8.5 ft. [2.6 m]
Total length:20.0 ft. [6.1 m]
Roadway width between curbs:16.1 ft. [4.9 m]
Deck width edge-to-edge:19.7 ft. [6.0 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1922
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:1,000 [as of 2001]
Truck traffic:4% 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: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:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:43.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$113,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairSatisfactorySatisfactoryFair100043.6
September 2016FairSatisfactorySatisfactoryFair100043.6
August 2015FairSatisfactorySatisfactoryFair100044.2
August 2014FairSatisfactorySatisfactoryFair100044.2
August 2013FairSatisfactorySatisfactoryFair100044.2
September 2011FairSatisfactorySatisfactoryFair100059.2
August 2009FairSatisfactorySatisfactorySatisfactory40069.7
December 2007FairSatisfactorySatisfactorySatisfactory40073.7
August 2006FairSatisfactorySatisfactorySatisfactory40051.4
December 2004FairSatisfactorySatisfactorySatisfactory40051.4
June 2002FairSatisfactorySatisfactorySatisfactory40051.4
March 2000FairSatisfactorySatisfactorySatisfactory100049.8
April 1998FairSatisfactorySatisfactorySatisfactory40051.4
May 1996FairSatisfactorySatisfactorySatisfactory40051.4
November 1994FairSatisfactorySatisfactoryFair40044.3
December 1992FairSatisfactorySatisfactoryFair40046.4
August 1991FairFairFairFair40050.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.2316700
Reinforced Concrete Abutmentlinear ft.52391300
Reinforced Concrete Pile Cap/Footinglinear ft.2600260
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.39261300
Deck
Reinforced Concrete Slabsq. ft.3983762200
Wearing Surfacessq. ft.398247108430