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PR-111 over SALTO COLLAZO CREEK

Map

Coordinates:
+18.33290, -66.94938
18°19'58" N, 66°56'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR-111 over SALTO COLLAZO CREEK
Structure number:027011
Location:4 KM. E. OF S. SEBASTIAN
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:83.0 ft. [25.3 m]
Total length:83.0 ft. [25.3 m]
Roadway width between curbs:43.6 ft. [13.3 m]
Deck width edge-to-edge:46.9 ft. [14.3 m]
Owner:State Highway Agency [01]
Year built:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,260 [as of 2005]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:97.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$846,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018FairSatisfactoryVery GoodSatisfactory126097.9
December 2016FairSatisfactoryVery GoodSatisfactory126093.8
December 2014FairSatisfactoryVery GoodSatisfactory126093.8
December 2012FairSatisfactoryVery GoodGood126093.8
January 2011FairSatisfactoryVery GoodGood126093.8
January 2009FairSatisfactoryVery GoodGood126091.8
June 2007FairSatisfactoryGoodGood1260083.1
August 2005FairGoodVery GoodFair10081.9
January 2003GoodGoodVery GoodVery Good750085.9
2000GoodGoodVery GoodVery Good750094.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.1,2171,217000
Deck
Reinforced Concrete Top Flangesq. ft.4,2633,4345602690
Substructure
Reinforced Concrete Abutmentlinear ft.1801641330
Joints
Compression Jointlinear ft.1906639085
Bearings
Elastomeric Bearingeach2828000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.233226700