Share: 
PR 53 over AGUAS CLARAS CREEK
Map
Coordinates:
+18.27500, -65.65000
18°16'30" N, 65°39'00" W
+18.27500, -65.65000
18°16'30" N, 65°39'00" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | PR 53 over AGUAS CLARAS CREEK |
| Structure number: | 022991 |
| Location: | 1 KM NW OF CEIBA |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Interstate (Rural) [01] |
| Tolls: | Yes, on toll road [2] |
| Length of largest span: | 21.7 ft. [6.6 m] |
| Total length: | 45.6 ft. [13.9 m] |
| Roadway width between curbs: | 77.4 ft. [23.6 m] |
| Deck width edge-to-edge: | 272.7 ft. [83.1 m] |
| Skew angle: | 25° |
| Owner: | State Toll Authority [31] |
| Year built: | 1994 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 2 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: August 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, posting recommended but not legally implemented [B] |
| Average daily traffic: | 18,600 [as of 2005] |
| Truck traffic: | 5% of total traffic |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Superior to present desirable criteria [9] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
| Sufficiency rating: | 98.3 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| August 2017 | Fair | 6 out of 10 | 18600 | 98.3 |
| August 2015 | Fair | 6 out of 10 | 18600 | 96.5 |
| August 2013 | Fair | 6 out of 10 | 18600 | 96.5 |
| September 2011 | Fair | 6 out of 10 | 18600 | 98.3 |
| September 2009 | Good | 7 out of 10 | 18600 | 98.3 |
| February 2008 | Good | 7 out of 10 | 18600 | 98.3 |
| January 2006 | Good | 7 out of 10 | 18600 | 98.3 |
| February 2004 | Good | 7 out of 10 | 17100 | 83.1 |
| April 2001 | Good | 7 out of 10 | 16600 | 98.4 |
| April 1999 | Fair | 6 out of 10 | 12900 | 96.8 |
| February 1997 | Fair | 6 out of 10 | 12000 | 96.9 |
| January 1995 | Good | 7 out of 10 | 12000 | 77.8 |
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. | 272 | 167 | 105 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 138 | 138 | 0 | 0 | 0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1478988
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1478988