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OLOT STREET over JUAN MENDEZ CREEK

Map

Coordinates:
+18.41013, -66.03979
18°24'36" N, 66°02'23" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:OLOT STREET over JUAN MENDEZ CREEK
Structure number:021321
Location:NEAR MIGUEL SUCH SCHOOL
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:36.4 ft. [11.1 m]
Total length:38.4 ft. [11.7 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:35.8 ft. [10.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1955
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,500 [as of 2005]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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 corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:66.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$309,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairSatisfactoryFairSatisfactory350066.5
August 2016FairSatisfactoryFairSatisfactory350066.5
August 2014FairSatisfactoryFairSatisfactory350066.5
August 2012FairSatisfactoryFairSatisfactory350067.5
August 2010FairSatisfactoryFairSatisfactory350067.5
August 2008FairSatisfactoryFairSatisfactory350067.5
November 2006FairSatisfactoryFairSatisfactory350056.2
June 2004FairSatisfactoryFairSatisfactory350056.2
July 2001FairSatisfactoryFairSatisfactory350056.2
August 1999FairSatisfactoryFairSatisfactory350056.2
July 1997FairSatisfactoryFairSatisfactory350046.9
August 1995FairSatisfactorySatisfactorySatisfactory330054.3
April 1993FairFairFairSatisfactory320046.1
June 1991FairFairFairFair320062.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,0701,0570130
Deck
Prestressed Concrete Decksq. ft.1,3671,25910800
Wearing Surfacessq. ft.1,0121,012000
Substructure
Reinforced Concrete Abutmentlinear ft.121121000
Joints
Compression Jointlinear ft.5205200
Bearings
Fixed Bearingeach30001515
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.7900790