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PR 405 over CERRO GORDO CREEK

Map

Coordinates:
+18.28712, -67.09896
18°17'14" N, 67°05'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 405 over CERRO GORDO CREEK
Structure number:004791
Location:1.7 KM NORTHEAST AÑA
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:15.7 ft. [4.8 m]
Total length:34.5 ft. [10.5 m]
Roadway width between curbs:20.3 ft. [6.2 m]
Deck width edge-to-edge:25.3 ft. [7.7 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1937
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
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: December 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:1,100 [as of 2005]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:47.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$197,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018FairSatisfactorySatisfactorySatisfactory110047.4
December 2016FairSatisfactorySatisfactorySatisfactory110047.4
December 2014FairSatisfactorySatisfactorySatisfactory110048.3
November 2012FairSatisfactorySatisfactorySatisfactory110044.6
December 2010FairSatisfactorySatisfactorySatisfactory110072.3
November 2008FairSatisfactorySatisfactorySatisfactory100072.5
June 2007FairSatisfactorySatisfactorySatisfactory100072.5
September 2005FairSatisfactorySatisfactorySatisfactory100048.3
May 2003FairSatisfactorySatisfactorySatisfactory100048.3
May 2000FairGoodGoodSatisfactory100048.3
July 1998FairGoodGoodSatisfactory100050.4
May 1996FairGoodGoodSatisfactory100050.4
March 1994FairSatisfactorySatisfactorySatisfactory100050.4
February 1991FairSatisfactorySatisfactoryFair38045.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.2320300
Reinforced Concrete Abutmentlinear ft.92791300
Reinforced Concrete Pier Caplinear ft.2320300
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.754213713
Deck
Reinforced Concrete Slabsq. ft.8728403200
Wearing Surfacessq. ft.78665712900