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PR 149 over GRANDE DE MANATI RIVER

Map

Coordinates:
+18.35278, -66.46944
18°21'10" N, 66°28'10" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 149 over GRANDE DE MANATI RIVER
Structure number:013741
Location:1 KM NORTH EAST OF CIALES
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:132.6 ft. [40.4 m]
Total length:458.7 ft. [139.8 m]
Roadway width between curbs:46.3 ft. [14.1 m]
Deck width edge-to-edge:50.5 ft. [15.4 m]
Skew angle:13°
Owner:State Highway Agency [01]
Year built:1975
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:19,700 [as of 2002]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:76.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$646,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairFairGoodFair1970076.1
August 2015FairFairGoodFair1970076.1
August 2013FairFairGoodFair1970076.1
August 2011FairFairGoodFair1370078.2
May 2009FairSatisfactoryFairSatisfactory1320079.4
February 2007FairFairFairSatisfactory1320078.4
May 2004FairFairSatisfactoryFair1320078.4
August 2001FairFairGoodFair1370078.2
May 1999FairSatisfactoryGoodSatisfactory1320091.1
February 1997FairSatisfactoryGoodGood1280092.5
May 1995FairSatisfactoryGoodGood590093.1
March 1993FairFairSatisfactoryGood1250090.0
December 1991FairFairSatisfactoryGood1250090.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.4,1274,120700
Deck
Reinforced Concrete Decksq. ft.23,22920,7641,7876780
Substructure
Reinforced Concrete Pier Walllinear ft.98683000
Reinforced Concrete Abutmentlinear ft.1801285200
Reinforced Concrete Pier Caplinear ft.1571410160
Joints
Compression Jointlinear ft.26201241380
Bearings
Elastomeric Bearingeach7264800
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.9199061300