US 70 - 05 -12.14 over CANEY CREEK
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 70 - 05 -12.14 over CANEY CREEK |
Structure number: | 000000000005369 |
Location: | 2.0 MI E OF GLENWOOD |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 83.0 ft. [25.3 m] |
Total length: | 216.9 ft. [66.1 m] |
Roadway width between curbs: | 43.3 ft. [13.2 m] |
Deck width edge-to-edge: | 46.3 ft. [14.1 m] |
Skew angle: | 10° |
Owner: | State Highway Agency [01] |
Year built: | 1971 |
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: | 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: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,200 [as of 2014] |
Truck traffic: | 1% 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 minimum criteria [6] |
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: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 95.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Satisfactory | Good | Good | 4200 | 95.3 |
July 2016 | Fair | Satisfactory | Very Good | Very Good | 5200 | 93.1 |
July 2014 | Fair | Satisfactory | Very Good | Very Good | 5200 | 93.1 |
July 2012 | Fair | Satisfactory | Very Good | Very Good | 5200 | 93.1 |
August 2010 | Fair | Satisfactory | Very Good | Very Good | 5200 | 93.1 |
August 2008 | Fair | Satisfactory | Very Good | Very Good | 5200 | 93.1 |
July 2006 | Fair | Satisfactory | Very Good | Very Good | 5300 | 93.0 |
August 2004 | Fair | Satisfactory | Very Good | Very Good | 5500 | 92.7 |
September 2002 | Fair | Satisfactory | Very Good | Very Good | 4500 | 94.9 |
July 2000 | Fair | Satisfactory | Very Good | Very Good | 5900 | 92.3 |
January 1998 | Fair | Satisfactory | Very Good | Very Good | 5900 | 94.8 |
June 1996 | Fair | Satisfactory | Very Good | Very Good | 1865 | 97.3 |
March 1994 | Fair | Satisfactory | Very Good | Very Good | 1865 | 97.3 |
May 1992 | Fair | Satisfactory | Very Good | Very Good | 1865 | 97.3 |
March 1990 | Good | Good | Very Good | Very Good | 3344 | 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 Girder/Beam | linear ft. | 1,505 | 1,505 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 9,335 | 1,331 | 0 | 8,004 | 0 |
Substructure |
Reinforced Concrete Column | each | 6 | 6 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 114 | 111 | 3 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 89 | 86 | 0 | 3 | 0 |
Bearings |
Movable Bearing | each | 21 | 13 | 0 | 8 | 0 |
Fixed Bearing | each | 7 | 0 | 0 | 7 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 434 | 434 | 0 | 0 | 0 |