SR-45 over GREEN RIVER
Map
Coordinates:
+40.31444, -109.4831140°18'52" N, 109°28'59" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR-45 over GREEN RIVER |
Structure number: | 0C 745 |
Location: | 6 MILES SOUTH JCT. US-40 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 190.0 ft. [57.9 m] |
Total length: | 704.8 ft. [214.8 m] |
Roadway width between curbs: | 34.8 ft. [10.6 m] |
Deck width edge-to-edge: | 38.1 ft. [11.6 m] |
Owner: | State Highway Agency [01] |
Year built: | 1981 |
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: | 4 |
Main spans material: | Steel continuous [4] |
Main spans design: | Box beam or girders - Multiple [05] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: July 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,140 [as of 2014] |
Truck traffic: | 44% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 79.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2017 | Fair | Satisfactory | Good | Fair | 3140 | 79.7 |
July 2015 | Fair | Satisfactory | Good | Fair | 3140 | 70.2 |
July 2013 | Fair | Satisfactory | Good | Satisfactory | 2990 | 82.9 |
July 2011 | Fair | Good | Good | Fair | 1305 | 76.7 |
September 2009 | Fair | Good | Good | Fair | 1305 | 76.7 |
July 2007 | Fair | Good | Good | Satisfactory | 1070 | 97.6 |
November 2004 | Fair | Good | Good | Satisfactory | 1070 | 97.6 |
July 2003 | Fair | Good | Good | Satisfactory | 1065 | 97.6 |
June 1999 | Poor | Satisfactory | Good | Poor | 1107 | 63.0 |
June 1997 | Good | Good | Good | Good | 1170 | 91.2 |
August 1995 | Good | Good | Good | Good | 1005 | 96.7 |
August 1993 | Good | Good | Good | Good | 900 | 96.9 |
May 1991 | Good | Good | Very Good | Very Good | 995 | 96.7 |
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 Closed Web/Box Girder | linear ft. | 1,407 | 1,403 | 4 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 26,600 | 23,140 | 800 | 2,660 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 57 | 57 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 80 | 0 | 70 | 10 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 72 | 72 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 76 | 38 | 38 | 0 | 0 |
Bearings |
Pot Bearing | each | 10 | 0 | 10 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 1,495 | 545 | 950 | 0 | 0 |