STATE ROUTE 70 over RUSH CREEK
Map
Coordinates:
+40.02482, -121.1227640°01'29" N, 121°07'22" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | STATE ROUTE 70 over RUSH CREEK |
Structure number: | 09 0026 |
Location: | 02-PLU-070-23.67 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 12.1 ft. [3.7 m] |
Total length: | 29.9 ft. [9.1 m] |
Roadway width between curbs: | 29.2 ft. [8.9 m] |
Deck width edge-to-edge: | 44.6 ft. [13.6 m] |
Owner: | State Highway Agency [01] |
Year built: | 1932 |
Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
Design load: | MS 13.5 / HS 15 [3] |
Number of main spans: | 2 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,345 [as of 2009] |
Truck traffic: | 21% of total traffic |
Deck condition: | Good [7 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 91.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Good | Good | Good | Good | 1345 | 91.5 |
June 2015 | Good | Very Good | Very Good | Very Good | 1345 | 91.5 |
June 2013 | Good | Good | Good | Very Good | 1345 | 91.5 |
June 2011 | Good | Good | Good | Very Good | 1345 | 91.5 |
August 2009 | Good | Good | Good | Very Good | 1375 | 91.4 |
June 2007 | Good | Good | Good | Very Good | 1600 | 91.0 |
July 2005 | Good | Good | Good | Very Good | 2000 | 96.5 |
June 2003 | Good | Good | Good | Very Good | 2000 | 76.5 |
September 2001 | Good | Good | Good | Very Good | 2000 | 76.5 |
October 1997 | Good | Good | Good | Very Good | 2000 | 76.5 |
June 1995 | Fair | Good | Satisfactory | Satisfactory | 2200 | 71.1 |
October 1992 | Fair | Good | Satisfactory | Satisfactory | 1700 | 72.2 |
July 1991 | Fair | Good | Satisfactory | Satisfactory | 1700 | 70.1 |