PR 54 over UNKNOWN CREEK
Map
Coordinates:
+17.95139, -66.1350017°57'05" N, 66°08'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PR 54 over UNKNOWN CREEK |
Structure number: | 027141 |
Location: | PR-54 INT. PR-744 KM 0.5 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 10.8 ft. [3.3 m] |
Total length: | 24.9 ft. [7.6 m] |
Roadway width between curbs: | 86.0 ft. [26.2 m] |
Deck width edge-to-edge: | 186.0 ft. [56.7 m] |
Skew angle: | 38° |
Owner: | State Highway Agency [01] |
Year built: | 1993 |
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: April 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 29,800 [as of 2004] |
Truck traffic: | 5% of total traffic |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
Pier/abutment protection: | Navigation protection not required [1] |
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: | 91.6 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
April 2017 | Good | 7 out of 10 | 29800 | 91.6 |
April 2015 | Good | 7 out of 10 | 29800 | 90.6 |
April 2013 | Good | 7 out of 10 | 29800 | 90.6 |
April 2011 | Good | 7 out of 10 | 30200 | 91.6 |
April 2009 | Good | 7 out of 10 | 30200 | 91.6 |
September 2007 | Good | 7 out of 10 | 30200 | 91.6 |
December 2005 | Good | 8 out of 10 | 24300 | 89.8 |
January 2003 | Good | 8 out of 10 | 17100 | 90.2 |
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. | 374 | 348 | 26 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 26 | 26 | 0 | 0 | 0 |