PR 824 over CRUZ CREEK


+18.35536, -66.24699
18°21'19" N, 66°14'49" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 824 over CRUZ CREEK
Structure number:005471
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:20.0 ft. [6.1 m]
Total length:20.0 ft. [6.1 m]
Roadway width between curbs:16.4 ft. [5.0 m]
Deck width edge-to-edge:20.3 ft. [6.2 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1942
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: July 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:14,900 [as of 2007]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Serious [3 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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 with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:17.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$78,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017PoorFairFairSerious1490017.0
July 2016PoorFairFairSerious1490017.0
December 2015PoorFairFairSerious1490017.0
October 2014PoorFairFairSerious1490017.0
October 2013PoorFairFairSerious1490017.0
September 2012PoorFairFairSerious1490017.0
March 2012PoorFairFairSerious630021.0
September 2009FairSatisfactorySatisfactoryFair630056.3
December 2007PoorSatisfactorySatisfactoryPoor40048.3
March 2005PoorSatisfactorySatisfactoryPoor40026.9
May 2002PoorSatisfactorySatisfactoryPoor40026.9
December 2000PoorSatisfactorySatisfactoryPoor40026.9
December 1998PoorSatisfactorySatisfactoryPoor40026.9
March 1996PoorSatisfactorySatisfactoryPoor210019.1
July 1993PoorSatisfactorySatisfactoryPoor190020.0
November 1991PoorFairFairPoor190021.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Reinforced Concrete Abutmentlinear ft.3929730
Reinforced Concrete Pile Cap/Footinglinear ft.4300430
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.30171300
Reinforced Concrete Slabsq. ft.4093664300
Wearing Surfacessq. ft.323323000