I-70 (SR-70) WBL over WEST WATER WASH
Map
Coordinates:
+39.12304, -109.1707339°07'23" N, 109°10'15" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | I-70 (SR-70) WBL over WEST WATER WASH |
Structure number: | 4F 284 |
Location: | 1.0 MI.E.WESTWATER INTER. |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Interstate (Rural) [01] |
Length of largest span: | 55.1 ft. [16.8 m] |
Total length: | 168.0 ft. [51.2 m] |
Roadway width between curbs: | 40.4 ft. [12.3 m] |
Deck width edge-to-edge: | 44.0 ft. [13.4 m] |
Vertical clearance below bridge: | 9.8 ft. [3.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1972 |
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: | Prestressed concrete [5] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,810 [as of 2014] |
Truck traffic: | 50% 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: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 96.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Good | Good | Satisfactory | 6810 | 96.8 |
September 2015 | Fair | Good | Good | Satisfactory | 6810 | 96.8 |
September 2013 | Fair | Satisfactory | Satisfactory | Satisfactory | 3235 | 97.0 |
September 2011 | Fair | Fair | Satisfactory | Satisfactory | 3282 | 96.8 |
September 2009 | Fair | Fair | Good | Satisfactory | 3282 | 96.8 |
October 2007 | Fair | Satisfactory | Good | Satisfactory | 3468 | 97.8 |
September 2005 | Fair | Good | Good | Satisfactory | 3468 | 97.8 |
October 2003 | Fair | Good | Good | Satisfactory | 3089 | 97.9 |
September 1999 | Fair | Good | Good | Satisfactory | 2862 | 92.9 |
September 1997 | Fair | Good | Good | Satisfactory | 2605 | 92.9 |
November 1995 | Fair | Good | Good | Satisfactory | 2398 | 97.8 |
October 1993 | Fair | Good | Good | Satisfactory | 2153 | 97.8 |
January 1992 | Fair | Good | Good | Satisfactory | 2030 | 96.8 |
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. | 825 | 823 | 2 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 7,304 | 6,884 | 420 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 4 | 2 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 88 | 48 | 40 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 88 | 67 | 21 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 30 | 30 | 0 | 0 | 0 |
Bridge Rail |
Other Material Bridge Rail | linear ft. | 391 | 111 | 280 | 0 | 0 |