CITY STREET over PIEDRAS RIVER
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+18.39500, -66.0600018°23'42" N, 66°03'36" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CITY STREET over PIEDRAS RIVER |
Structure number: | 000031 |
Location: | EXPERIMENTAL STATION R.P. |
Purpose: | Carries highway over waterway |
Route classification: | Local (Urban) [19] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 69.9 ft. [21.3 m] |
Roadway width between curbs: | 16.1 ft. [4.9 m] |
Deck width edge-to-edge: | 20.3 ft. [6.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1853 |
Historic significance: | Bridge is on the National Register of Historic Places [1] |
Number of main spans: | 3 |
Main spans material: | Masonry [8] |
Main spans design: | Arch - Deck [11] |
Deck type: | Other [9] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2009
Good/Fair/Poor Condition: | Fair |
Status: | Bridge closed to all traffic [K] |
Average daily traffic: | 2,600 [as of 2005] |
Truck traffic: | 2% 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: | Unknown [*] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 74.0 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $196,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 2600 | 74.0 |
January 1999 | - | - | - | - | 2600 | 17.0 |
February 1991 | Fair | Fair | Fair | Fair | 2500 | 36.6 |