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PR 598 over SALTOS CREEK,UMPIERRE ST

Map

Coordinates:
+18.22733, -66.39383
18°13'38" N, 66°23'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 598 over SALTOS CREEK,UMPIERRE ST
Structure number:019201
Location:200 MTS WEST OF OROCOVIS
Purpose:Carries highway over highway and waterway
Route classification:Local (Rural) [09]
Length of largest span:110.2 ft. [33.6 m]
Total length:200.5 ft. [61.1 m]
Roadway width between curbs:46.9 ft. [14.3 m]
Deck width edge-to-edge:50.2 ft. [15.3 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1989
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:3
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: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,500 [as of 2005]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:90.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016GoodGoodGoodGood250090.7
March 2014GoodGoodGoodGood250090.7
April 2012GoodGoodGoodGood250088.9
May 2010GoodGoodGoodGood250090.7
May 2008GoodGoodGoodGood250090.7
June 2006GoodGoodGoodGood250090.7
February 2004GoodGoodGoodGood250090.7
February 2002GoodGoodGoodGood250090.7
December 1999GoodGoodGoodGood250090.7
August 1997GoodGoodGoodGood250090.7
February 1996FairGoodSatisfactoryGood250090.8
November 1993GoodGoodGoodGood200090.8
February 1992GoodGoodGoodGood200090.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,2341,234000
Deck
Reinforced Concrete Decksq. ft.9,3759,3215400
Substructure
Reinforced Concrete Pier Walllinear ft.10299300
Reinforced Concrete Abutmentlinear ft.167160700
Reinforced Concrete Pier Caplinear ft.9898000
Joints
Compression Jointlinear ft.1871513600
Bearings
Elastomeric Bearingeach3434000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.404397700