CONN PR 120 TO 357 over MARICAO RIVER
Map
Coordinates:
+18.18667, -66.9833318°11'12" N, 66°58'60" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CONN PR 120 TO 357 over MARICAO RIVER |
Structure number: | 022081 |
Location: | CONNECTOR PR120 TO PR357 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 27.2 ft. [8.3 m] |
Total length: | 59.4 ft. [18.1 m] |
Roadway width between curbs: | 19.7 ft. [6.0 m] |
Deck width edge-to-edge: | 30.5 ft. [9.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1983 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 2 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: August 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,200 [as of 2005] |
Truck traffic: | 4% 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: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
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: | Navigation protection not required [1] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 73.5 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $34,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Fair | Satisfactory | Satisfactory | Satisfactory | 4200 | 73.5 |
August 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 4200 | 73.3 |
August 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 4200 | 73.2 |
September 2011 | Fair | Satisfactory | Satisfactory | Satisfactory | 4200 | 73.5 |
August 2009 | Fair | Satisfactory | Good | Satisfactory | 4200 | 73.5 |
December 2007 | Fair | Satisfactory | Good | Satisfactory | 4200 | 73.5 |
August 2006 | Fair | Satisfactory | Good | Satisfactory | 4200 | 73.5 |
December 2004 | Fair | Satisfactory | Good | Satisfactory | 4200 | 73.5 |
July 2002 | Fair | Satisfactory | Satisfactory | Good | 1000 | 73.9 |
March 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 1000 | 73.9 |
April 1998 | Fair | Satisfactory | Satisfactory | Good | 1000 | 73.9 |
May 1996 | Fair | Satisfactory | Satisfactory | Good | 1000 | 73.9 |
November 1994 | Fair | Satisfactory | Satisfactory | Good | 1000 | 73.9 |
December 1992 | Fair | Satisfactory | Satisfactory | Satisfactory | 1000 | 73.9 |
August 1991 | Fair | Good | Satisfactory | Good | 900 | 77.9 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Column | each | 4 | 4 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 121 | 114 | 7 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 26 | 26 | 0 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 85 | 0 | 85 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 4 | 4 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 125 | 125 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 3,132 | 3,089 | 43 | 0 | 0 |
Wearing Surfaces | sq. ft. | 2,347 | 1,109 | 1,238 | 0 | 0 |