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I-70 (SR-70) WBL over SR-19,INTCHG. X-ROAD.
Map
Coordinates:
+38.99114, -110.18782
38°59'28" N, 110°11'16" W
+38.99114, -110.18782
38°59'28" N, 110°11'16" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | I-70 (SR-70) WBL over SR-19,INTCHG. X-ROAD. |
| Structure number: | 4F 452 |
| Location: | WEST GREEN RIVER INTCHG. |
| Purpose: | Carries highway overpass over highway |
| Route classification: | Principal Arterial - Interstate (Rural) [01] |
| Length of largest span: | 107.9 ft. [32.9 m] |
| Total length: | 110.9 ft. [33.8 m] |
| Roadway width between curbs: | 40.7 ft. [12.4 m] |
| Deck width edge-to-edge: | 44.0 ft. [13.4 m] |
| Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
| Skew angle: | 30° |
| Owner: | State Highway Agency [01] |
| Year built: | 1984 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: October 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 9,580 [as of 2014] |
| Truck traffic: | 39% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Better than present minimum criteria [7] |
| Underclearances appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 92.5 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| October 2017 | Good | Good | Very Good | Good | 9580 | 92.5 |
| October 2015 | Good | Good | Very Good | Good | 9580 | 92.5 |
| October 2013 | Good | Good | Very Good | Good | 3461 | 92.8 |
| October 2011 | Good | Good | Very Good | Good | 3600 | 97.8 |
| October 2009 | Good | Good | Very Good | Good | 3600 | 97.8 |
| October 2007 | Good | Good | Very Good | Good | 2343 | 97.9 |
| September 2005 | Good | Good | Very Good | Good | 2343 | 97.9 |
| October 2003 | Good | Good | Very Good | Good | 3548 | 97.8 |
| October 1999 | Good | Good | Very Good | Good | 3253 | 92.8 |
| October 1997 | Good | Good | Very Good | Good | 2795 | 92.9 |
| October 1995 | Good | Good | Very Good | Good | 2898 | 97.8 |
| September 1993 | Good | Good | Very Good | Very Good | 2520 | 97.8 |
| December 1991 | Good | Good | Very Good | Very Good | 2350 | 97.8 |
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. | 547 | 547 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 4,837 | 4,597 | 240 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 102 | 77 | 25 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 286 | 273 | 13 | 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/1571644
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1571644