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PR 123 over SALTILLO CREEK

Map

Coordinates:
+18.15333, -66.70833
18°09'12" N, 66°42'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 123 over SALTILLO CREEK
Structure number:001491
Location:3 KM S E OF ADJUNTAS
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:28.5 ft. [8.7 m]
Total length:28.5 ft. [8.7 m]
Roadway width between curbs:20.7 ft. [6.3 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Skew angle:26°
Owner:State Highway Agency [01]
Year built:1901
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:3,300 [as of 2005]
Truck traffic:4% of total traffic
Deck condition:Fair [5 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:63.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,304,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairFairFairFair330063.6
February 2016FairFairFairFair330063.6
January 2014FairFairFairFair330063.6
February 2012FairFairFairFair330064.6
February 2010FairFairFairFair330064.6
February 2008FairFairFairFair330064.6
June 2006FairFairFairFair330042.6
January 2005FairFairFairFair330042.6
December 2002FairFairFairSatisfactory330042.6
April 2000FairFairFairFair240043.8
August 1998FairFairFairSatisfactory250043.6
May 1996FairFairFairFair250041.6
July 1994FairFairFairFair250041.8
October 1992FairFairFairFair249041.8
February 1991FairSatisfactoryFairSatisfactory249042.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Archlinear ft.3012630
Wearing Surfacessq. ft.635635000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.49331600