Share: 
50 EAST over SALT CREEK
Map
Coordinates:
+39.70763, -111.83549
39°42'27" N, 111°50'08" W
+39.70763, -111.83549
39°42'27" N, 111°50'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | 50 EAST over SALT CREEK |
| Structure number: | 023027D |
| Location: | 50 E. 50 S. IN NEPHI |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 25.9 ft. [7.9 m] |
| Total length: | 27.9 ft. [8.5 m] |
| Roadway width between curbs: | 16.1 ft. [4.9 m] |
| Deck width edge-to-edge: | 16.1 ft. [4.9 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1980 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Concrete [1] |
| Main span design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 100 [as of 2014] |
| 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: | Basically intolerable requiring high priority of corrrective action [3] |
| Water adequacy appraisal: | Equal to present minimum criteria [6] |
| Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| 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] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
| Sufficiency rating: | 86.5 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| March 2018 | Good | Good | Good | Good | 100 | 86.5 |
| March 2016 | Good | Good | Good | Good | 100 | 86.5 |
| November 2015 | Good | Good | Good | Good | 100 | 86.5 |
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. | 32 | 32 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Timber Bridge Rail | linear ft. | 56 | 56 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Slab | sq. ft. | 448 | 432 | 16 | 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/1699257
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1699257