PR 5 over WATERWAY
Map
Coordinates:
+18.41000, -66.1550018°24'36" N, 66°09'18" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PR 5 over WATERWAY |
Structure number: | 024701 |
Location: | 2 KM NORTH OF BAYAMON |
Purpose: | Carries highway over waterway |
Route classification: | Other Principal Arterial (Urban) [14] |
Length of largest span: | 10.2 ft. [3.1 m] |
Total length: | 21.3 ft. [6.5 m] |
Roadway width between curbs: | 70.5 ft. [21.5 m] |
Deck width edge-to-edge: | 162.4 ft. [49.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1996 |
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 [1] |
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: June 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 23,400 [as of 2005] |
Truck traffic: | 4% of total traffic |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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] |
Culvert condition: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 95.7 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
June 2017 | Good | 7 out of 10 | 23400 | 95.7 |
June 2015 | Good | 7 out of 10 | 23400 | 95.7 |
May 2013 | Good | 7 out of 10 | 23400 | 95.7 |
May 2011 | Good | 7 out of 10 | 23400 | 95.7 |
May 2009 | Good | 7 out of 10 | 23400 | 95.7 |
October 2007 | Good | 7 out of 10 | 23500 | 95.7 |
October 2005 | Good | 7 out of 10 | 22500 | 95.8 |
September 2003 | Good | 7 out of 10 | 62600 | 74.3 |
February 2001 | Good | 7 out of 10 | 63400 | 90.0 |
January 1999 | Good | 8 out of 10 | 63400 | 90.0 |
November 1996 | Good | 8 out of 10 | 35000 | 94.0 |
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. | 325 | 128 | 154 | 43 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 66 | 66 | 0 | 0 | 0 |