PR 114 over WATERWAY


+18.15333, -67.15333
18°09'12" N, 67°09'12" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 114 over WATERWAY
Structure number:021611
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:12.1 ft. [3.7 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:34.8 ft. [10.6 m]
Deck width edge-to-edge:54.5 ft. [16.6 m]
Owner:State Highway Agency [01]
Year built:1962
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:18,417 [as of 2006]
Truck traffic:5% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:78.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$40,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
June 2018Fair6 out of 101841778.8
June 2017Fair6 out of 101841778.8
May 2016Fair6 out of 101841778.8
April 2015Fair6 out of 101970078.3
April 2014Fair6 out of 101970078.3
April 2013Fair6 out of 101970078.3
April 2011Poor4 out of 101970062.1
April 2009Poor4 out of 101970062.1
June 2007Fair5 out of 101970078.6
September 2005Fair5 out of 10540081.5
September 2003Fair5 out of 10540081.5
November 2001Fair5 out of 10540081.5
August 1999Fair5 out of 10590081.3
September 1997Fair5 out of 10580081.4
February 1996Fair6 out of 10540092.7
January 1996Fair6 out of 10540092.7
June 1993Fair6 out of 10560092.7
October 1991Fair5 out of 10550081.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Culvertlinear ft.112790330
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2626000