US-40 (SR-40),EBL over PROVO RIVER & ACCESS RD.
Map
Coordinates:
+40.57162, -111.4320140°34'18" N, 111°25'55" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US-40 (SR-40),EBL over PROVO RIVER & ACCESS RD. |
Structure number: | 2C 746 |
Location: | 4 MILES NORTH OF HEBER |
Purpose: | Carries highway over highway and waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 155.8 ft. [47.5 m] |
Total length: | 405.5 ft. [123.6 m] |
Roadway width between curbs: | 42.0 ft. [12.8 m] |
Deck width edge-to-edge: | 44.0 ft. [13.4 m] |
Vertical clearance below bridge: | 49.2 ft. [15.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1989 |
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: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: March 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 21,035 [as of 2014] |
Truck traffic: | 17% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Equal to present desirable criteria [8] |
Underclearances appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 85.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Fair | Satisfactory | Good | Good | 21035 | 85.0 |
March 2015 | Good | Good | Good | Very Good | 9270 | 86.1 |
March 2013 | Good | Good | Good | Very Good | 9305 | 86.0 |
March 2011 | Good | Good | Good | Very Good | 9472 | 85.8 |
April 2009 | Good | Good | Good | Very Good | 9472 | 85.8 |
July 2007 | Good | Good | Good | Very Good | 8123 | 87.8 |
August 2005 | Good | Good | Good | Very Good | 8123 | 87.8 |
June 2003 | Fair | Good | Satisfactory | Very Good | 7233 | 89.1 |
June 1999 | Fair | Good | Satisfactory | Very Good | 6583 | 84.5 |
June 1997 | Fair | Good | Satisfactory | Very Good | 5745 | 85.8 |
August 1995 | Fair | Good | Satisfactory | Very Good | 4385 | 93.4 |
August 1993 | Fair | Good | Satisfactory | Very Good | 4050 | 91.9 |
May 1991 | Good | Very Good | Very Good | Very Good | 3750 | 87.0 |
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. | 2,014 | 2,014 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 17,722 | 2,522 | 15,000 | 200 | 0 |
Substructure |
Reinforced Concrete Pier Wall | linear ft. | 28 | 28 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 88 | 75 | 13 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 84 | 84 | 0 | 0 | 0 |
Joints |
Strip Seal Joint | linear ft. | 44 | 44 | 0 | 0 | 0 |
Assembly with Seal | each | 44 | 0 | 0 | 44 | 0 |
Bearings |
Movable Bearing | each | 10 | 0 | 10 | 0 | 0 |
Fixed Bearing | each | 10 | 9 | 1 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 912 | 0 | 912 | 0 | 0 |