PR 191 over JOBA CREEK
Map
Coordinates:
+18.23500, -65.7883318°14'06" N, 65°47'18" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PR 191 over JOBA CREEK |
Structure number: | 004541 |
Location: | 6.5 KM N W OF NAGUABO |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 27.9 ft. [8.5 m] |
Total length: | 33.8 ft. [10.3 m] |
Roadway width between curbs: | 17.7 ft. [5.4 m] |
Deck width edge-to-edge: | 19.7 ft. [6.0 m] |
Skew angle: | 10° |
Owner: | State Highway Agency [01] |
Year built: | 1939 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Concrete [1] |
Main span design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: May 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 2,433 [as of 2006] |
Truck traffic: | 5% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 46.4 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $182,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Fair | Fair | Fair | Fair | 2433 | 46.4 |
May 2015 | Fair | Fair | Fair | Fair | 2433 | 46.2 |
May 2013 | Fair | Fair | Fair | Fair | 2400 | 46.5 |
May 2011 | Fair | Fair | Fair | Fair | 2400 | 65.6 |
June 2009 | Fair | Fair | Fair | Fair | 2400 | 65.6 |
November 2007 | Fair | Fair | Fair | Fair | 2300 | 65.7 |
November 2005 | Fair | Fair | Fair | Fair | 2300 | 44.5 |
April 2003 | Fair | Fair | Fair | Fair | 2300 | 44.5 |
August 2000 | Fair | Fair | Fair | Fair | 2300 | 44.5 |
December 1998 | Fair | Fair | Fair | Fair | 2400 | 44.4 |
June 1996 | Fair | Fair | Fair | Fair | 4600 | 42.2 |
September 1994 | Fair | Fair | Fair | Fair | 4600 | 49.1 |
August 1992 | Fair | Fair | Fair | Fair | 1800 | 51.2 |
March 1991 | Fair | Satisfactory | Fair | Fair | 1630 | 52.4 |
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 Abutment | linear ft. | 39 | 19 | 20 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 39 | 0 | 19 | 20 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 33 | 33 | 0 | 0 | 0 |
Reinforced Concrete Bridge Rail | linear ft. | 33 | 33 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 603 | 205 | 280 | 118 | 0 |