PR 103 over PIEDRA CREEK
Map
Coordinates:
+18.10333, -67.1333318°06'12" N, 67°07'60" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PR 103 over PIEDRA CREEK |
Structure number: | 013561 |
Location: | 2 KM N.E. CABO ROJO |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 3.3 ft. [1.0 m] |
Total length: | 21.3 ft. [6.5 m] |
Roadway width between curbs: | 21.7 ft. [6.6 m] |
Deck width edge-to-edge: | 24.6 ft. [7.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1999 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 4 |
Main spans material: | Concrete [1] |
Main spans design: | Culvert [19] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: December 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, temporary structure in place to carry legal loads [E] |
Average daily traffic: | 5,000 [as of 2005] |
Truck traffic: | 4% of total traffic |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
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] |
Culvert condition: | Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 30.0 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $228,000 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
December 2018 | Fair | 5 out of 10 | 5000 | 30.0 |
December 2016 | Fair | 5 out of 10 | 5000 | 3.0 |
December 2014 | Fair | 5 out of 10 | 5000 | 3.0 |
November 2012 | Fair | 6 out of 10 | 5000 | 70.8 |
December 2010 | Fair | 6 out of 10 | 5000 | 70.8 |
November 2008 | Fair | 6 out of 10 | 7300 | 69.3 |
June 2007 | Fair | 6 out of 10 | 7300 | 69.3 |
September 2005 | Fair | 6 out of 10 | 7300 | 3.0 |
October 2003 | Good | 7 out of 10 | 7300 | 3.0 |
September 2001 | Good | 7 out of 10 | 7300 | 3.0 |
September 1997 | Fair | N out of 10 | 6500 | 23.4 |
April 1996 | Fair | N out of 10 | 6600 | 23.3 |
July 1994 | Fair | N out of 10 | 6500 | 20.7 |
November 1993 | Fair | N out of 10 | 3300 | 24.9 |
February 1991 | Fair | N out of 10 | 3200 | 31.2 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Culvert |
Reinforced Concrete Culvert | linear ft. | 190 | 167 | 23 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 23 | 6 | 10 | 0 | 7 |