US-40, WB. RAMP over US-40 (SR-40) EBL
Map
Coordinates:
+40.72901, -111.4956840°43'44" N, 111°29'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US-40, WB. RAMP over US-40 (SR-40) EBL |
Structure number: | 4C 899 |
Location: | SILVER CREEK JCT. INTCHG. |
Purpose: | Carries highway overpass over highway |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 255.3 ft. [77.8 m] |
Total length: | 549.2 ft. [167.4 m] |
Roadway width between curbs: | 38.7 ft. [11.8 m] |
Deck width edge-to-edge: | 42.0 ft. [12.8 m] |
Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
Skew angle: | 99° |
Owner: | State Highway Agency [01] |
Year built: | 2001 |
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: | Epoxy Overlay [5] |
Latest Available Inspection: August 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 28,140 [as of 2014] |
Truck traffic: | 27% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Superior to present desirable criteria [9] |
Underclearances appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 84.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 28140 | 84.0 |
August 2016 | Good | Good | Good | Good | 28140 | 84.0 |
August 2014 | Good | Good | Good | Good | 8982 | 93.5 |
August 2012 | Good | Good | Very Good | Very Good | 12988 | 91.0 |
October 2010 | Good | Good | Very Good | Very Good | 25635 | 84.0 |
August 2008 | Good | Good | Very Good | Very Good | 25635 | 84.0 |
November 2006 | Good | Good | Very Good | Very Good | 10172 | 92.7 |
September 2004 | Good | Good | Very Good | Very Good | 10172 | 92.7 |
September 2002 | Good | Very Good | Very Good | Good | 9477 | 93.2 |
March 2001 | Good | Very Good | Very Good | Very Good | 9477 | 93.2 |
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. | 2,731 | 2,271 | 460 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 23,030 | 22,567 | 461 | 2 | 0 |
Substructure |
Reinforced Concrete Column | each | 2 | 2 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 84 | 68 | 15 | 1 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 79 | 79 | 0 | 0 | 0 |
Joints |
Assembly with Seal | each | 43 | 43 | 0 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 15 | 10 | 5 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 1,181 | 0 | 1,045 | 136 | 0 |