PR 777 over CREEK


+18.24500, -66.10667
18°14'42" N, 66°06'24" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PR 777 over CREEK
Structure number:013481
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:10.2 ft. [3.1 m]
Total length:34.8 ft. [10.6 m]
Roadway width between curbs:16.7 ft. [5.1 m]
Deck width edge-to-edge:27.2 ft. [8.3 m]
Skew angle:10°
Owner:State Highway Agency [01]
Year built:1966
Historic significance:Bridge is not eligible for the National Register of Historic Places [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: April 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:1,000 [as of 2005]
Truck traffic:4% of total traffic
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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: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 the assessed or calculated scour condition. [8]
Sufficiency rating:46.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$21,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2018Fair5 out of 10100046.7
February 2016Fair5 out of 10100046.7
February 2014Fair5 out of 10100046.1
February 2012Fair5 out of 10100065.6
March 2010Fair6 out of 10100075.7
January 2008Fair6 out of 10115075.6
January 2006Fair6 out of 10115041.5
December 2003Fair6 out of 10115041.5
February 2001Fair6 out of 10115041.5
January 1999Fair6 out of 10115041.5
July 1996Fair5 out of 10108031.1
July 1994Fair5 out of 10108031.1
September 1992Fair5 out of 10108040.3
January 1991Fair5 out of 10108059.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Reinforced Concrete Culvertlinear ft.6906270
Wearing Surfacessq. ft.5705274300
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.7265700
Reinforced Concrete Bridge Raillinear ft.2071030