PR 866 over CREEK


+18.41901, -66.19526
18°25'08" N, 66°11'43" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 866 over CREEK
Structure number:016031
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:10.8 ft. [3.3 m]
Total length:43.3 ft. [13.2 m]
Roadway width between curbs:71.5 ft. [21.8 m]
Deck width edge-to-edge:91.2 ft. [27.8 m]
Skew angle:46°
Owner:State Highway Agency [01]
Year built:1977
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:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Poor
Status:Open, posting recommended but not legally implemented [B]
Average daily traffic:20,800 [as of 2002]
Truck traffic:4% of total traffic
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Superior to present desirable criteria [9]
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 protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:30.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$894,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2018Poor4 out of 102080030.1
September 2017Poor4 out of 102080030.1
September 2016Poor4 out of 102810062.9
March 2015Poor4 out of 102810026.6
March 2014Poor2 out of 102810026.6
October 2013Poor4 out of 102810026.6
October 2012Poor3 out of 102810051.4
November 2010Poor4 out of 10100073.8
November 2008Fair5 out of 102940084.3
June 2007Poor4 out of 102940068.0
September 2005Fair5 out of 101150086.1
February 2002Fair5 out of 101150086.1
July 1999Fair5 out of 101150086.1
June 1997Fair6 out of 101150099.0
July 1995Fair5 out of 101110088.0
August 1994Fair5 out of 101110088.0
September 1993Fair5 out of 101110085.0
December 1990Poor4 out of 10906069.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Culvertlinear ft.34423901050
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.66333300