PR 927 over BLANCO RIVER
Map
Coordinates:
+18.20269, -65.7591918°12'10" N, 65°45'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PR 927 over BLANCO RIVER |
Structure number: | 010511 |
Location: | 2 KM SOUTHWEST OF NAGUABO |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 48.2 ft. [14.7 m] |
Total length: | 150.9 ft. [46.0 m] |
Roadway width between curbs: | 23.6 ft. [7.2 m] |
Deck width edge-to-edge: | 28.9 ft. [8.8 m] |
Owner: | State Highway Agency [01] |
Year built: | 1968 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 3 |
Main spans material: | Steel continuous [4] |
Main spans design: | Girder and floorbeam system [03] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2018
Good/Fair/Poor Condition: | Poor |
Status: | Open, no restriction [A] |
Average daily traffic: | 900 [as of 2005] |
Truck traffic: | 4% of total traffic |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 61.3 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $947,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2018 | Poor | Poor | Fair | Fair | 900 | 61.3 |
December 2016 | Poor | Poor | Fair | Fair | 900 | 61.3 |
December 2014 | Poor | Poor | Fair | Fair | 900 | 61.3 |
November 2012 | Poor | Poor | Fair | Fair | 900 | 61.3 |
December 2010 | Poor | Poor | Fair | Fair | 900 | 61.3 |
December 2008 | Poor | Satisfactory | Fair | Poor | 900 | 48.0 |
May 2007 | Poor | Poor | Fair | Satisfactory | 3500 | 61.3 |
June 2005 | Poor | Poor | Fair | Poor | 3500 | 42.6 |
May 2002 | Fair | Fair | Fair | Satisfactory | 1000 | 66.3 |
January 2000 | Fair | Fair | Fair | Satisfactory | 1000 | 66.3 |
December 1997 | Fair | Fair | Fair | Satisfactory | 1000 | 66.3 |
June 1996 | Fair | Fair | Fair | Fair | 1000 | 64.2 |
April 1994 | Fair | Fair | Fair | Satisfactory | 3100 | 60.7 |
August 1990 | Fair | Satisfactory | Fair | Satisfactory | 1570 | 61.8 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 604 | 394 | 112 | 98 | 0 |
Steel Protective Coating | sq. ft. | 1,044 | 0 | 786 | 140 | 118 |
Deck |
Prestressed Concrete Deck | sq. ft. | 4,338 | 1 | 1,076 | 3,261 | 0 |
Wearing Surfaces | sq. ft. | 3,552 | 3,552 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 0 | 6 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 95 | 75 | 20 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 59 | 52 | 7 | 0 | 0 |
Bearings |
Movable Bearing | each | 12 | 0 | 12 | 0 | 0 |
Fixed Bearing | each | 12 | 0 | 9 | 3 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 302 | 276 | 26 | 0 | 0 |