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US 54 over Rita Blanca Creek
Map
Coordinates:
+36.05133, -102.54449
36°03'05" N, 102°32'40" W
+36.05133, -102.54449
36°03'05" N, 102°32'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US 54 over Rita Blanca Creek |
| Structure number: | 041040023802015 |
| Location: | 1.9 Mi SW of US 87 |
| Purpose: | Carries highway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 115.2 ft. [35.1 m] |
| Total length: | 315.0 ft. [96.0 m] |
| Roadway width between curbs: | 43.6 ft. [13.3 m] |
| Deck width edge-to-edge: | 45.9 ft. [14.0 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 2014 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 3 |
| Main spans material: | Prestressed concrete [5] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: August 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 3,400 [as of 2013] |
| Truck traffic: | 62% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Superior to present desirable criteria [9] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Pier/abutment protection: | In place and functioning [2] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 97.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| August 2018 | Good | Good | Good | Good | 3400 | 97.0 |
| December 2016 | Good | Good | Very Good | Good | 3400 | 97.0 |
| December 2014 | Good | Excellent | Very Good | Very Good | 3400 | 97.0 |
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. | 1,890 | 1,765 | 125 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 14,490 | 11,540 | 2,950 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 8 | 8 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 92 | 80 | 10 | 2 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 88 | 60 | 28 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 36 | 36 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 630 | 395 | 235 | 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/1677999
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1677999