PR 14 WESTBOUND over SANTO DOMINGO CREEK
Map
Coordinates:
+18.11667, -66.1666718°07'00" N, 66°10'00" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PR 14 WESTBOUND over SANTO DOMINGO CREEK |
Structure number: | 001801 |
Location: | 0.20 KM WEST OF INT PR 15 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 13.1 ft. [4.0 m] |
Total length: | 29.2 ft. [8.9 m] |
Roadway width between curbs: | 21.3 ft. [6.5 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1881 |
Historic significance: | Bridge is on the National Register of Historic Places [1] |
Number of main spans: | 2 |
Main spans material: | Masonry [8] |
Main spans design: | Arch - Deck [11] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 7,400 [as of 2005] |
Truck traffic: | 5% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
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: | 43.8 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $473,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 7400 | 43.8 |
June 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 7400 | 43.8 |
June 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 7400 | 43.8 |
June 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 7400 | 72.0 |
June 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 7100 | 72.1 |
October 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 7100 | 72.1 |
December 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 7100 | 48.3 |
February 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 6900 | 48.3 |
December 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 6800 | 52.5 |
June 1998 | Fair | Fair | Satisfactory | Satisfactory | 3200 | 48.1 |
February 1996 | Fair | Fair | Satisfactory | Satisfactory | 3000 | 52.3 |
July 1993 | Fair | Satisfactory | Satisfactory | Satisfactory | 9200 | 48.2 |
October 1991 | Fair | Fair | Fair | Fair | 9200 | 44.9 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Deck |
Reinforced Concrete Deck | sq. ft. | 700 | 539 | 161 | 0 | 0 |
Wearing Surfaces | sq. ft. | 700 | 571 | 129 | 0 | 0 |
Superstructure |
Masonry Arch | linear ft. | 39 | 39 | 0 | 0 | 0 |
Substructure |
Other Material Pier Wall | linear ft. | 26 | 16 | 10 | 0 | 0 |
Masonry Abutment | linear ft. | 69 | 59 | 10 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 75 | 75 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 75 | 42 | 33 | 0 | 0 |