Share: 
PR 962 over CANOVANAS RIVER
Map
Coordinates:
+18.36106, -65.88734
18°21'40" N, 65°53'14" W
+18.36106, -65.88734
18°21'40" N, 65°53'14" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | PR 962 over CANOVANAS RIVER |
| Structure number: | 006061 |
| Location: | 2.6 KM SOUTH OF CANOVANAS |
| Purpose: | Carries highway over waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 30.2 ft. [9.2 m] |
| Total length: | 73.5 ft. [22.4 m] |
| Roadway width between curbs: | 19.7 ft. [6.0 m] |
| Deck width edge-to-edge: | 22.3 ft. [6.8 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1947 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 3 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2018
| Status: | Open, temporary structure in place to carry legal loads [E] |
| Average daily traffic: | 3,972 [as of 2009] |
| Truck traffic: | 4% of total traffic |
| Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| 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: | None present but re-evaluation suggested [5] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Sufficiency rating: | 20.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $557,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| September 2018 | - | - | - | - | 3972 | 20.0 |
| July 2016 | Fair | Fair | Fair | Fair | 3972 | 40.4 |
| June 2014 | Fair | Fair | Fair | Fair | 2700 | 42.0 |
| June 2012 | Fair | Fair | Fair | Fair | 2700 | 37.8 |
| July 2010 | Fair | Fair | Fair | Fair | 2700 | 60.7 |
| April 2008 | Fair | Fair | Fair | Fair | 2700 | 60.7 |
| March 2006 | Poor | Fair | Fair | Poor | 2700 | 18.5 |
| October 2004 | Poor | Fair | Fair | Poor | 2700 | 18.5 |
| May 2002 | Poor | Fair | Fair | Poor | 2700 | 18.5 |
| January 2000 | Fair | Fair | Fair | Fair | 2700 | 38.5 |
| December 1997 | Fair | Fair | Fair | Fair | 1100 | 41.0 |
| January 1996 | Fair | Fair | Fair | Fair | 1000 | 45.4 |
| May 1993 | Fair | Fair | Fair | Fair | 970 | 45.4 |
| November 1991 | Fair | Fair | Fair | Fair | 970 | 45.4 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Superstructure | ||||||
| Steel Truss | linear ft. | 180 | 180 | 0 | 0 | 0 |
| Steel Floor Beam | linear ft. | 459 | 459 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 56 | 56 | 0 | 0 | 0 |
| Bearings | ||||||
| Movable Bearing | each | 6 | 6 | 0 | 0 | 0 |
| Fixed Bearing | each | 6 | 6 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 361 | 361 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 3,434 | 3,434 | 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/1477699
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1477699