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OFF PR 185 AT 4.5 over WATERWAY
Map
Coordinates:
+18.33125, -65.88869
18°19'53" N, 65°53'19" W
+18.33125, -65.88869
18°19'53" N, 65°53'19" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | OFF PR 185 AT 4.5 over WATERWAY |
| Structure number: | 028701 |
| Location: | 4 KMS STH OF CANOVANAS |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Total length: | 81.0 ft. [24.7 m] |
| Roadway width between curbs: | 23.6 ft. [7.2 m] |
| Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
| Skew angle: | 15° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 2009 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: June 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 100 [as of 2009] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| 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: | 80.3 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| June 2017 | Good | Good | Very Good | Very Good | 100 | 80.3 |
| May 2015 | Good | Good | Very Good | Very Good | 100 | 80.3 |
| May 2013 | Good | Good | Very Good | Very Good | 100 | 80.3 |
| May 2011 | Good | Good | Very Good | Very Good | 100 | 88.7 |
| March 2009 | Good | Good | Very Good | Very Good | 100 | 88.7 |
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 | ||||||
| Prestressed Concrete Girder/Beam | linear ft. | 404 | 404 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 2,282 | 2,282 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 66 | 66 | 0 | 0 | 0 |
| Joints | ||||||
| Compression Joint | linear ft. | 66 | 59 | 7 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 10 | 10 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 223 | 223 | 0 | 0 | 0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1479488
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1479488