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PR 29 WESTBOUND over HONDO RIVER

Map

Coordinates:
+18.40500, -66.16167
18°24'18" N, 66°09'42" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 29 WESTBOUND over HONDO RIVER
Structure number:011322
Location:1 KM NORTHWEST OF BAYAMON
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:53.8 ft. [16.4 m]
Total length:289.1 ft. [88.1 m]
Roadway width between curbs:43.6 ft. [13.3 m]
Deck width edge-to-edge:53.2 ft. [16.2 m]
Skew angle:18°
Owner:State Highway Agency [01]
Year built:1971
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:5
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 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:35,056 [as of 2009]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:70.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$714,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018FairSatisfactoryFairFair3505670.6
July 2017FairSatisfactoryFairSatisfactory3505670.6
July 2015FairSatisfactoryFairSatisfactory3505670.6
June 2014PoorPoorSeriousFair3505649.3
June 2013PoorPoorSeriousFair3505649.3
June 2012PoorPoorSeriousFair2110050.8
June 2011PoorPoorSeriousFair2110050.8
July 2010PoorPoorSeriousFair2110050.8
February 2009PoorPoorSeriousFair2110050.8
May 2006PoorPoorPoorFair2040068.5
September 2003PoorPoorSeriousFair2020050.9
April 2001PoorPoorFairFair2040084.9
August 1999FairFairFairSatisfactory1475087.2
April 1997FairFairFairSatisfactory2785085.5
February 1995PoorPoorFairSatisfactory755082.3
February 1993PoorPoorFairFair755082.3
March 1991PoorSeriousFairFair3000078.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.2,3102,310000
Deck
Reinforced Concrete Decksq. ft.14,14414,144000
Wearing Surfacessq. ft.14,14414,144000
Substructure
Reinforced Concrete Columneach1212000
Reinforced Concrete Abutmentlinear ft.2362102600
Steel Pileeach2102100
Joints
Compression Jointlinear ft.305030500
Bearings
Movable Bearingeach4004000
Fixed Bearingeach4004000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.581581000