I-70 (SR-70) WBL over GREEN RIVER
Map
Coordinates:
+38.97449, -110.1490038°58'28" N, 110°08'56" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-70 (SR-70) WBL over GREEN RIVER |
Structure number: | 4C 630 |
Location: | SOUTH OF GREEN RIVER |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 220.2 ft. [67.1 m] |
Total length: | 573.5 ft. [174.8 m] |
Roadway width between curbs: | 40.7 ft. [12.4 m] |
Deck width edge-to-edge: | 44.0 ft. [13.4 m] |
Skew angle: | 13° |
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] |
Number of main spans: | 3 |
Main spans material: | Steel continuous [4] |
Main spans 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: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 7,285 [as of 2014] |
Truck traffic: | 39% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
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] |
Sufficiency rating: | 97.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | Good | Good | Satisfactory | 7285 | 97.0 |
October 2015 | Fair | Good | Good | Satisfactory | 7285 | 97.0 |
October 2013 | Fair | Good | Satisfactory | Satisfactory | 3461 | 74.6 |
October 2011 | Good | Good | Good | Good | 2725 | 97.9 |
October 2009 | Good | Good | Good | Good | 2725 | 97.9 |
October 2007 | Good | Good | Good | Good | 2342 | 97.9 |
November 2004 | Good | Good | Good | Good | 2342 | 97.9 |
October 2003 | Good | Good | Good | Good | 3548 | 97.8 |
October 1999 | Fair | Satisfactory | Good | Good | 3253 | 92.8 |
October 1997 | Good | Good | Good | Good | 2795 | 92.9 |
October 1995 | Good | Good | Good | Good | 2898 | 97.8 |
September 1993 | Good | Good | Good | Good | 2520 | 97.8 |
December 1991 | Good | Good | 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 |
Steel Girder/Beam | linear ft. | 2,858 | 2,858 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 25,155 | 20,123 | 5,032 | 0 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 91 | 91 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 90 | 86 | 0 | 4 | 0 |
Joints |
Assembly with Seal | each | 45 | 43 | 0 | 2 | 0 |
Bearings |
Movable Bearing | each | 15 | 0 | 15 | 0 | 0 |
Fixed Bearing | each | 5 | 5 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 1,221 | 407 | 610 | 204 | 0 |