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US 87-ROUND UP RD over FIVE MILE CREEK
Map
Coordinates:
+45.84775, -108.46618
45°50'52" N, 108°27'58" W
+45.84775, -108.46618
45°50'52" N, 108°27'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US 87-ROUND UP RD over FIVE MILE CREEK |
| Structure number: | P00016005+01671 |
| Location: | 2M N BILLINGS |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 75.1 ft. [22.9 m] |
| Total length: | 78.1 ft. [23.8 m] |
| Roadway width between curbs: | 43.6 ft. [13.3 m] |
| Deck width edge-to-edge: | 46.3 ft. [14.1 m] |
| Skew angle: | 17° |
| Owner: | State Highway Agency [01] |
| Year built: | 1977 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Prestressed concrete [5] |
| Main span 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: December 2016
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5,890 [as of 2015] |
| Truck traffic: | 3% 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| 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] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 77.9 tons [70.8 metric tons] |
| Inventory rating: | 36.0 tons [32.7 metric tons] |
| Sufficiency rating: | 94.8 |
Previous Inspections
| Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
|---|---|---|---|---|---|---|---|
| December 2016 | 94.8 | Good | Good | Good | Good | - | 5890 |
| December 2012 | 98.7 | Good | Good | Good | Good | - | 3510 |
| December 2008 | 99.0 | Good | Good | Good | Good | - | 2640 |
| January 2005 | 98.6 | Good | Good | Very Good | Good | - | 3630 |
| August 2001 | 94.0 | Good | Good | Very Good | Good | - | 2610 |
| February 1997 | 97.0 | Good | Good | Very Good | Good | - | 2610 |
| November 1992 | 96.9 | Good | Good | Very Good | Good | - | 2877 |
| February 1991 | 97.0 | Good | Good | Very Good | Good | - | 2637 |
Element Data
Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
| Element | Units | Quantity | 1. Good | 2. Fair | 3. Poor | 4. Serious |
|---|---|---|---|---|---|---|
| Superstructure | ||||||
| Prestressed Concrete Girder/Beam | linear ft. | 545 | 545 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 3,606 | 3,606 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 112 | 112 | 0 | 0 | 0 |
| Bearings | ||||||
| Fixed Bearing | each | 14 | 14 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 999 | 999 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 157 | 157 | 0 | 0 | 0 |
© Copyright 2012-18, 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/1318005
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1318005