Share: 
I 15 over INT BUXTON-BUXTON RD
Map
Coordinates:
+45.94381, -112.66891
45°56'38" N, 112°40'08" W
+45.94381, -112.66891
45°56'38" N, 112°40'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | I 15 over INT BUXTON-BUXTON RD |
| Structure number: | I00015116+03162 |
| Location: | 5.6M S ROCKER |
| Purpose: | Carries highway overpass over highway |
| Route classification: | Principal Arterial - Interstate (Rural) [01] |
| Length of largest span: | 65.9 ft. [20.1 m] |
| Total length: | 128.0 ft. [39.0 m] |
| Roadway width between curbs: | 41.3 ft. [12.6 m] |
| Deck width edge-to-edge: | 44.0 ft. [13.4 m] |
| Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1976 |
| 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: | 3 |
| Main spans material: | Prestressed concrete [5] |
| 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 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,810 [as of 2015] |
| Truck traffic: | 17% of total traffic |
| Deck condition: | Satisfactory [6 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: | Better than present minimum criteria [7] |
| Underclearances appraisal: | Superior to present desirable criteria [9] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 97.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| March 2017 | Fair | Satisfactory | Good | Good | 1810 | 97.0 |
| March 2013 | Fair | Satisfactory | Good | Good | 3760 | 98.0 |
| March 2009 | Fair | Satisfactory | Good | Good | 4320 | 98.0 |
| February 2005 | Good | Good | Very Good | Very Good | 4460 | 97.0 |
| March 2001 | Good | Good | Very Good | Very Good | 3590 | 98.0 |
| April 1997 | Good | Good | Very Good | Very Good | 3470 | 98.0 |
| April 1993 | Good | Good | Good | Very Good | 2870 | 98.0 |
| January 1991 | Good | Good | Good | Good | 2870 | 98.0 |
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. | 705 | 705 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 5,619 | 2,817 | 1,038 | 1,764 | 0 |
| Concrete Protective Coating | sq. ft. | 5,619 | 4,596 | 0 | 0 | 1,023 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 128 | 126 | 2 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 89 | 89 | 0 | 0 | 0 |
| Joints | ||||||
| Compression Joint | linear ft. | 82 | 0 | 82 | 0 | 0 |
| Bearings | ||||||
| Fixed Bearing | each | 32 | 0 | 32 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 32 | 32 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 256 | 0 | 256 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 570 | 342 | 57 | 57 | 114 |
© 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/1314767
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1314767