PR 105 over MARICAO RIVER
Map
Coordinates:
+18.18333, -67.0333318°10'60" N, 67°01'60" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PR 105 over MARICAO RIVER |
Structure number: | 002101 |
Location: | 8 KM WEST OF MARICAO |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 34.5 ft. [10.5 m] |
Total length: | 101.4 ft. [30.9 m] |
Roadway width between curbs: | 16.4 ft. [5.0 m] |
Deck width edge-to-edge: | 20.0 ft. [6.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1921 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Number of main spans: | 3 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 1,000 [as of 2005] |
Truck traffic: | 4% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 49.1 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $693,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Fair | Fair | Fair | Fair | 1000 | 49.1 |
July 2015 | Fair | Fair | Fair | Fair | 1000 | 49.7 |
July 2013 | Fair | Fair | Fair | Fair | 1000 | 49.7 |
July 2011 | Fair | Fair | Fair | Fair | 1000 | 49.1 |
August 2009 | Fair | Fair | Fair | Fair | 1000 | 49.1 |
December 2007 | Fair | Fair | Fair | Fair | 700 | 69.7 |
August 2006 | Fair | Fair | Fair | Fair | 700 | 35.6 |
December 2004 | Fair | Fair | Fair | Fair | 700 | 35.6 |
June 2002 | Fair | Fair | Fair | Fair | 700 | 35.6 |
March 2000 | Fair | Fair | Fair | Fair | 700 | 31.4 |
April 1998 | Fair | Fair | Fair | Fair | 700 | 35.5 |
February 1996 | Poor | Fair | Poor | Fair | 700 | 22.0 |
November 1993 | Poor | Fair | Poor | Fair | 700 | 21.1 |
September 1991 | Poor | Fair | Serious | Fair | 700 | 21.1 |
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 Girder/Beam | linear ft. | 509 | 276 | 200 | 33 | 0 |
Steel Protective Coating | sq. ft. | 2,465 | 0 | 1,938 | 409 | 118 |
Deck |
Reinforced Concrete Deck | sq. ft. | 2,024 | 1,432 | 474 | 118 | 0 |
Wearing Surfaces | sq. ft. | 1,647 | 1,647 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 43 | 10 | 33 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 148 | 128 | 20 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 203 | 101 | 102 | 0 | 0 |