PR 830 over UNKNOWN CREEK
Map
Coordinates:
+18.34576, -66.1738518°20'45" N, 66°10'26" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PR 830 over UNKNOWN CREEK |
Structure number: | 006671 |
Location: | 10 KM SOUTH OF BAYAMON |
Purpose: | Carries highway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 26.9 ft. [8.2 m] |
Total length: | 26.9 ft. [8.2 m] |
Skew angle: | 33° |
Owner: | State Highway Agency [01] |
Year built: | 1952 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Concrete [1] |
Main span design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 25,300 [as of 2002] |
Truck traffic: | 4% of total traffic |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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: | 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: | 56.1 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $782,000 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
September 2018 | Poor | 4 out of 10 | 25300 | 56.1 |
August 2017 | Good | 7 out of 10 | 25300 | 87.5 |
August 2016 | Poor | 4 out of 10 | 9400 | 64.8 |
July 2015 | Poor | 4 out of 10 | 9400 | 64.8 |
July 2014 | Poor | 4 out of 10 | 9400 | 64.8 |
July 2013 | Poor | 4 out of 10 | 9400 | 64.8 |
August 2012 | Poor | 4 out of 10 | 10200 | 64.4 |
August 2011 | Poor | 4 out of 10 | 10200 | 66.6 |
August 2010 | Fair | 5 out of 10 | 10200 | 82.7 |
January 2009 | Fair | 5 out of 10 | 10200 | 82.7 |
January 2007 | Fair | 5 out of 10 | 9400 | 45.5 |
September 2005 | Fair | 6 out of 10 | 9400 | 54.1 |
March 2003 | Fair | 6 out of 10 | 9400 | 54.1 |
January 2002 | Poor | 4 out of 10 | 9400 | 29.5 |
July 1999 | Poor | 4 out of 10 | 5500 | 34.3 |
April 1998 | Poor | 4 out of 10 | 12400 | 26.0 |
April 1997 | Poor | 4 out of 10 | 3500 | 36.7 |
April 1995 | Poor | 4 out of 10 | 4800 | 35.1 |
February 1993 | Poor | 3 out of 10 | 2420 | 38.0 |
March 1991 | Poor | 3 out of 10 | 2420 | 38.0 |
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. | 82 | 0 | 43 | 39 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 52 | 26 | 26 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 30 | 23 | 7 | 0 | 0 |