PR 777 over CREEK
Map
Coordinates:
+18.24500, -66.1066718°14'42" N, 66°06'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PR 777 over CREEK |
Structure number: | 013481 |
Location: | 2 KM SOUTH AGUAS BUENAS |
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
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
April 2018 | Fair | 5 out of 10 | 1000 | 46.7 |
February 2016 | Fair | 5 out of 10 | 1000 | 46.7 |
February 2014 | Fair | 5 out of 10 | 1000 | 46.1 |
February 2012 | Fair | 5 out of 10 | 1000 | 65.6 |
March 2010 | Fair | 6 out of 10 | 1000 | 75.7 |
January 2008 | Fair | 6 out of 10 | 1150 | 75.6 |
January 2006 | Fair | 6 out of 10 | 1150 | 41.5 |
December 2003 | Fair | 6 out of 10 | 1150 | 41.5 |
February 2001 | Fair | 6 out of 10 | 1150 | 41.5 |
January 1999 | Fair | 6 out of 10 | 1150 | 41.5 |
July 1996 | Fair | 5 out of 10 | 1080 | 31.1 |
July 1994 | Fair | 5 out of 10 | 1080 | 31.1 |
September 1992 | Fair | 5 out of 10 | 1080 | 40.3 |
January 1991 | Fair | 5 out of 10 | 1080 | 59.9 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Culvert |
Reinforced Concrete Culvert | linear ft. | 69 | 0 | 62 | 7 | 0 |
Wearing Surfaces | sq. ft. | 570 | 527 | 43 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 72 | 65 | 7 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 20 | 7 | 10 | 3 | 0 |