SR-276 over HANSEN CREEK
Map
Coordinates:
+37.64250, -110.7188937°38'33" N, 110°43'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR-276 over HANSEN CREEK |
Structure number: | 0F 150 |
Location: | 6.1 MILES NO. OF BULLFROG |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 66.9 ft. [20.4 m] |
Total length: | 206.0 ft. [62.8 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 34.1 ft. [10.4 m] |
Skew angle: | 38° |
Owner: | State Highway Agency [01] |
Year built: | 1968 |
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: October 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 495 [as of 2014] |
Truck traffic: | 26% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
Operating rating: | 52.8 tons [48.0 metric tons] |
Inventory rating: | 29.9 tons [27.2 metric tons] |
Sufficiency rating: | 83.2 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
October 2016 | 83.2 | Good | Good | Very Good | Good | - | 495 |
October 2014 | 86.3 | Good | Good | Very Good | Good | - | 466 |
October 2012 | 87.6 | Good | Good | Very Good | Good | - | 467 |
March 2011 | 86.9 | Good | Good | Very Good | Good | - | 540 |
December 2008 | 86.9 | Good | Good | Very Good | Good | - | 540 |
May 2007 | 85.2 | Good | Good | Very Good | Good | - | 720 |
March 2005 | 85.2 | Good | Good | Very Good | Good | - | 720 |
November 2002 | 85.5 | Good | Good | Very Good | Good | - | 690 |
October 2000 | 80.5 | Good | Good | Very Good | Good | - | 644 |
September 1998 | 80.5 | Good | Good | Very Good | Good | - | 644 |
October 1996 | 81.9 | Good | Good | Very Good | Good | - | 510 |
November 1994 | 88.2 | Good | Good | Very Good | Good | - | 510 |
April 1993 | 88.7 | Good | Good | Very Good | Good | - | 440 |
October 1990 | 88.8 | Good | Good | Very Good | Good | - | 430 |
Element Data
Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element | Units | Quantity | 1. Good | 2. Fair | 3. Poor | 4. Serious |
---|
Superstructure |
Prestressed Concrete Girder/Beam | linear ft. | 801 | 801 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 5,694 | 5,694 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 4 | 4 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 69 | 54 | 15 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 85 | 80 | 5 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 164 | 122 | 42 | 0 | 0 |
Bearings |
Elastomeric Bearing | each | 24 | 24 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 456 | 0 | 453 | 3 | 0 |