COUNTY ROUTE 60/14 over HOWARD CREEK
Map
Coordinates:
+37.77177, -80.3563637°46'18" N, 80°21'23" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COUNTY ROUTE 60/14 over HOWARD CREEK |
Structure number: | 00000000013A127 |
Location: | 0.07 Miles S. of US 60 |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 74.5 ft. [22.7 m] |
Total length: | 192.9 ft. [58.8 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 35.1 ft. [10.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 1965 |
Historic significance: | Historical significance is not determinable at this time [4] |
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: | Latex Concrete or similar additive [3] |
Latest Available Inspection: May 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,592 [as of 2016] |
Truck traffic: | 10% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Superior to present desirable criteria [9] |
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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 70.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2018 | Fair | Satisfactory | Satisfactory | Fair | 1592 | 70.3 |
May 2016 | Fair | Satisfactory | Good | Fair | 1718 | 70.1 |
May 2012 | Fair | Satisfactory | Good | Satisfactory | 1550 | 81.7 |
June 2008 | Fair | Satisfactory | Good | Satisfactory | 1550 | 81.4 |
June 2004 | Fair | Satisfactory | Good | Satisfactory | 1500 | 81.5 |
June 2000 | Fair | Satisfactory | Good | Satisfactory | 1400 | 81.6 |
July 1998 | Good | Good | Good | Good | 1400 | 81.6 |
July 1996 | Good | Good | Good | Good | 1000 | 82.2 |
July 1994 | Good | Good | Good | Good | 1000 | 82.2 |
July 1992 | Good | Good | Good | Good | 1000 | 82.2 |
July 1990 | Good | Good | Good | Good | 750 | 90.1 |