US 70 SEC.05-8.11 over SWEET WATER CREEK
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 70 SEC.05-8.11 over SWEET WATER CREEK |
Structure number: | 0000000000M1310 |
Location: | W EDGE OF GLENWOOD |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 30.2 ft. [9.2 m] |
Total length: | 89.9 ft. [27.4 m] |
Roadway width between curbs: | 30.2 ft. [9.2 m] |
Deck width edge-to-edge: | 33.5 ft. [10.2 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1928 |
Year reconstructed: | 1962 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 18 / H 20 [4] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,100 [as of 2014] |
Truck traffic: | 1% of total traffic |
Deck condition: | Good [7 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: | Meets minimum tolerable limits to be left in place as is [4] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 74.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Fair | Good | Satisfactory | Satisfactory | 4100 | 74.3 |
July 2016 | Fair | Good | Satisfactory | Satisfactory | 3800 | 74.9 |
July 2014 | Fair | Good | Satisfactory | Satisfactory | 3800 | 74.9 |
July 2012 | Fair | Good | Satisfactory | Satisfactory | 4200 | 74.1 |
August 2010 | Fair | Good | Satisfactory | Satisfactory | 4200 | 73.1 |
August 2008 | Fair | Good | Satisfactory | Satisfactory | 4200 | 73.1 |
July 2006 | Good | Good | Good | Good | 3700 | 49.6 |
August 2004 | Good | Good | Good | Good | 4400 | 49.7 |
September 2002 | Good | Good | Good | Good | 4100 | 48.3 |
July 2000 | Good | Good | Good | Good | 3400 | 49.2 |
January 1998 | Good | Good | Good | Good | 3400 | 53.6 |
June 1996 | Good | Good | Good | Good | 1750 | 62.5 |
March 1994 | Good | Good | Good | Good | 1750 | 62.7 |
May 1992 | Good | Good | Good | Good | 1750 | 62.7 |
March 1990 | Good | Good | Good | Good | 3346 | 55.4 |
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 |
Reinforced Concrete Girder/Beam | linear ft. | 50 | 47 | 0 | 3 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 3,020 | 3,020 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 2,705 | 0 | 2,705 | 0 | 0 |
Substructure |
Reinforced Concrete Column | each | 8 | 8 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 142 | 142 | 0 | 0 | 0 |
Reinforced Concrete Pile Cap/Footing | linear ft. | 66 | 66 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 66 | 61 | 5 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 200 | 200 | 0 | 0 | 0 |