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PR 2 over CRISTAL CREEK

Map

Coordinates:
+18.02247, -66.92936
18°01'21" N, 66°55'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 2 over CRISTAL CREEK
Structure number:016651
Location:6 KM NORTHWEST OF GUANICA
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:13.1 ft. [4.0 m]
Total length:26.9 ft. [8.2 m]
Roadway width between curbs:113.9 ft. [34.7 m]
Deck width edge-to-edge:134.2 ft. [40.9 m]
Skew angle:24°
Owner:State Highway Agency [01]
Year built:1979
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:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:26,400 [as of 2004]
Truck traffic:5% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present minimum criteria [6]
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 assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:58.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$70,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2016Poor4 out of 102640058.0
April 2014Poor4 out of 102640058.0
May 2012Poor4 out of 102640058.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.2920217750
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.5959000