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PR 3 over MAMEYES CREEK

Map

Coordinates:
+18.37191, -65.76717
18°22'19" N, 65°46'02" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 3 over MAMEYES CREEK
Structure number:020961
Location:6.2 KM WEST OF LUQUILLO
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:9.2 ft. [2.8 m]
Total length:27.9 ft. [8.5 m]
Roadway width between curbs:89.6 ft. [27.3 m]
Deck width edge-to-edge:98.4 ft. [30.0 m]
Owner:State Highway Agency [01]
Year built:1978
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:Fair
Status:Open, posting recommended but not legally implemented [B]
Average daily traffic:53,100 [as of 2005]
Truck traffic:7% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
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:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:72.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$82,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2018Fair5 out of 105310072.3
November 2016Fair5 out of 105310072.3
October 2014Fair5 out of 105310072.3
September 2012Fair5 out of 105310069.0
October 2010Fair6 out of 105310085.0
October 2008Fair6 out of 105310085.0
September 2006Fair6 out of 104060085.0
February 2003Fair6 out of 104060085.0
March 2000Fair6 out of 104060085.0
May 1998Fair6 out of 104110085.0
April 1996Fair6 out of 102950085.0
February 1994Fair6 out of 102570086.4
May 1990Fair6 out of 102495086.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.2952653000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.30102000
Reinforced Concrete Bridge Raillinear ft.6262000