108TH AVE SE over EAST WILLOW CREEK
Map
Coordinates:
+35.04063, -97.2828335°02'26" N, 97°16'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 108TH AVE SE over EAST WILLOW CREEK |
Structure number: | 249640000000000 |
Location: | 0.3 S YORK RD |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 39.0 ft. [11.9 m] |
Total length: | 39.0 ft. [11.9 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1997 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | M 18 / H 20 [4] |
Main span material: | Steel [3] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 100 [as of 2016] |
Truck traffic: | 10% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
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: | 84.3 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $225,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2017 | Fair | Satisfactory | Fair | Satisfactory | 100 | 84.3 |
December 2015 | Fair | Satisfactory | Fair | Satisfactory | 100 | 84.3 |
December 2013 | Fair | Satisfactory | Fair | Satisfactory | 100 | 84.3 |
November 2011 | Fair | Satisfactory | Fair | Satisfactory | 100 | 84.3 |
December 2010 | Fair | Good | Fair | Satisfactory | 100 | 84.3 |
September 2009 | Poor | Good | Fair | Serious | 100 | 51.3 |
October 2007 | Fair | Good | Good | Fair | 100 | 84.3 |
November 2005 | Fair | Good | Good | Fair | 100 | 84.3 |
October 2003 | Poor | Good | Satisfactory | Serious | 100 | 52.3 |
January 2002 | Fair | Good | Good | Fair | 100 | 86.0 |