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PR 167 over DOĽA ELENA CREEK

Map

Coordinates:
+18.24944, -66.22139
18°14'58" N, 66°13'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 167 over DOĽA ELENA CREEK
Structure number:026101
Location:4.5 KM NORTH OF COMERIO
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:125.0 ft. [38.1 m]
Total length:130.6 ft. [39.8 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Owner:State Highway Agency [01]
Year built:1999
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span 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: 2031

Good/Fair/Poor Condition:Fair
Average daily traffic:572 [as of 6200]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Sufficiency rating:91.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
2031Fair7 out of 1057291.0
May 2018FairN out of 10572691.0
March 2016FairN out of 10572691.0
February 2014FairN out of 10580090.9
February 2012FairN out of 10580090.9
April 2010FairN out of 10580090.9
February 2008FairN out of 10480093.3
January 2006GoodN out of 10480093.3
March 2003GoodN out of 10480093.3
March 2000GoodN out of 10480093.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.9129021000
Deck
Reinforced Concrete Decksq. ft.6,4914,3812,099110
Substructure
Reinforced Concrete Abutmentlinear ft.1971871000
Joints
Compression Jointlinear ft.10598700
Bearings
Elastomeric Bearingeach1414000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2622521000