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PR 6623 over CREEK

Map

Coordinates:
+18.32369, -66.40793
18°19'25" N, 66°24'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 6623 over CREEK
Structure number:013921
Location:1 KM SOUTH OF MOROVIS
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:21.0 ft. [6.4 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Owner:State Highway Agency [01]
Year built:1940
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:2,000 [as of 2005]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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:Superior to present desirable criteria [9]
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]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:15.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$152,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018FairFairFairSatisfactory200015.9
November 2016FairFairFairSatisfactory200015.9
October 2014FairFairFairSatisfactory200015.9
November 2012FairFairFairSatisfactory200011.2
November 2010FairFairFairSatisfactory200062.5
November 2008FairFairFairSatisfactory200062.5
March 2007FairFairFairSatisfactory200062.5
March 2005FairFairFairSatisfactory200041.9
February 2002FairSatisfactoryFairSatisfactory200043.0
December 1999FairSatisfactoryFairSatisfactory200043.0
October 1997FairSatisfactorySatisfactorySatisfactory200050.2
February 1996FairSatisfactorySatisfactorySatisfactory190050.2
December 1993FairSatisfactorySatisfactorySatisfactory180050.2
March 1992FairSatisfactorySatisfactorySatisfactory180050.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.154147700
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.151151000
Deck
Reinforced Concrete Slabsq. ft.66758143430
Wearing Surfacessq. ft.581581000