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US 212 FH 59 over ROCK CREEK
Map
Coordinates:
+45.08679, -109.36673
45°05'12" N, 109°22'00" W
+45.08679, -109.36673
45°05'12" N, 109°22'00" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US 212 FH 59 over ROCK CREEK |
| Structure number: | P00028059+04791 |
| Location: | 8M SW RED LODGE |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Rural) [06] |
| Length of largest span: | 49.9 ft. [15.2 m] |
| Total length: | 136.2 ft. [41.5 m] |
| Roadway width between curbs: | 29.9 ft. [9.1 m] |
| Deck width edge-to-edge: | 35.1 ft. [10.7 m] |
| Skew angle: | 30° |
| Owner: | State Highway Agency [01] |
| Year built: | 1965 |
| 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 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 654 [as of 2016] |
| Truck traffic: | 1% 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: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Better than present minimum criteria [7] |
| 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] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 87.9 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| March 2018 | Good | Good | Good | Good | 654 | 87.9 |
| March 2016 | Good | Good | Good | Good | 770 | 83.7 |
| March 2014 | Good | Good | Good | Good | 770 | 83.7 |
| March 2012 | Good | Good | Good | Good | 770 | 83.7 |
| March 2008 | Good | Good | Good | Good | 430 | 91.0 |
| March 2004 | Good | Good | Very Good | Good | 1040 | 80.0 |
| November 1999 | Good | Very Good | Very Good | Good | 840 | 83.1 |
| December 1996 | Good | Very Good | Very Good | Good | 657 | 88.9 |
| October 1992 | Good | Good | Very Good | Good | 660 | 88.1 |
| February 1991 | Good | Good | Very Good | Good | 688 | 87.9 |
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. | 689 | 689 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 4,768 | 3,338 | 1,430 | 0 | 0 |
| Concrete Protective Coating | sq. ft. | 4,768 | 0 | 0 | 0 | 4,768 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 8 | 4 | 4 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 82 | 74 | 7 | 1 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 69 | 69 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 276 | 276 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 690 | 690 | 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/1318145
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1318145