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PR 3 over AGUAS CLARAS CREEK
Map
Coordinates:
+18.23833, -65.66000
18°14'18" N, 65°39'36" W
+18.23833, -65.66000
18°14'18" N, 65°39'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | PR 3 over AGUAS CLARAS CREEK |
| Structure number: | 024621 |
| Location: | 1 KM SOUTH OF CEIBA |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Rural) [06] |
| Length of largest span: | 15.1 ft. [4.6 m] |
| Total length: | 49.2 ft. [15.0 m] |
| Roadway width between curbs: | 59.1 ft. [18.0 m] |
| Deck width edge-to-edge: | 75.5 ft. [23.0 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: | 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: June 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 3,900 [as of 2005] |
| Truck traffic: | 4% of total traffic |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Superior to present desirable criteria [9] |
| Water adequacy appraisal: | Superior to present desirable criteria [9] |
| 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: | 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: | 98.5 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| June 2017 | Good | 7 out of 10 | 3900 | 98.5 |
| May 2015 | Good | 7 out of 10 | 3900 | 98.5 |
| May 2013 | Good | 7 out of 10 | 3900 | 98.5 |
| May 2011 | Good | 7 out of 10 | 6525 | 97.6 |
| May 2009 | Good | 7 out of 10 | 3900 | 98.5 |
| October 2007 | Good | 7 out of 10 | 3800 | 98.6 |
| November 2005 | Good | 7 out of 10 | 3800 | 98.6 |
| April 2003 | Good | 7 out of 10 | 3700 | 98.6 |
| October 2000 | Good | 7 out of 10 | 3700 | 98.6 |
| December 1998 | Good | 7 out of 10 | 3500 | 98.7 |
| December 1996 | Good | 7 out of 10 | 12800 | 93.2 |
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. | 226 | 174 | 52 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 102 | 102 | 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/1479141
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1479141