PR 450 KM 2.24 over UNKNOWN CREEK
Map
Coordinates:
+18.28417, -66.9333318°17'03" N, 66°55'60" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | PR 450 KM 2.24 over UNKNOWN CREEK |
Structure number: | 027421 |
Location: | 6 KM EAST SAN SEBASTIAN |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 18.4 ft. [5.6 m] |
Total length: | 53.8 ft. [16.4 m] |
Roadway width between curbs: | 21.0 ft. [6.4 m] |
Deck width edge-to-edge: | 23.3 ft. [7.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 2004 |
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: | Steel continuous [4] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 100 [as of 2005] |
Truck traffic: | 4% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 78.6 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Fair | Fair | Good | Fair | 100 | 78.6 |
January 2016 | Fair | Fair | Good | Fair | 100 | 78.6 |
January 2014 | Fair | Fair | Good | Fair | 100 | 78.6 |
February 2012 | Fair | Fair | Good | Satisfactory | 100 | 89.7 |
February 2010 | Fair | Fair | Satisfactory | Satisfactory | 100 | 89.7 |
January 2008 | Fair | Fair | Satisfactory | Satisfactory | 600 | 67.6 |
April 2006 | Fair | Fair | Satisfactory | Satisfactory | 1100 | 63.6 |
November 2004 | Fair | Fair | Satisfactory | Satisfactory | 1100 | 63.6 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Other Material Closed Web/Box Girder | linear ft. | 322 | 276 | 46 | 0 | 0 |
Steel Protective Coating | sq. ft. | 1,055 | 904 | 151 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 1,130 | 1,130 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 2 | 0 | 2 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 95 | 95 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 23 | 16 | 7 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 108 | 101 | 0 | 7 | 0 |