Pilot Rd. 615 over Smith Creek
Map
Coordinates:
+37.09136, -80.3902437°05'29" N, 80°23'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Pilot Rd. 615 over Smith Creek |
Structure number: | 000000000012209 |
Location: | 0.01 Rt675S; 0.03 Rt675N |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 23.0 ft. [7.0 m] |
Total length: | 67.9 ft. [20.7 m] |
Roadway width between curbs: | 26.2 ft. [8.0 m] |
Deck width edge-to-edge: | 31.2 ft. [9.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1932 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 13.5 / HS 15 [3] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: December 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,107 [as of 2014] |
Truck traffic: | 1% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 75.0 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $2,869,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
December 2017 | Fair | Good | Good | Satisfactory | 3107 | 75.0 |
December 2015 | Fair | Good | Good | Satisfactory | 3107 | 75.0 |
December 2013 | Fair | Good | Good | Satisfactory | 3127 | 74.9 |
December 2011 | Fair | Good | Good | Satisfactory | 3127 | 74.9 |
December 2009 | Fair | Good | Good | Satisfactory | 3127 | 74.9 |
November 2007 | Fair | Fair | Fair | Fair | 2960 | 62.4 |
November 2005 | Fair | Fair | Fair | Fair | 2975 | 62.4 |
November 2003 | Fair | Fair | Fair | Satisfactory | 3038 | 64.4 |
November 2001 | Fair | Fair | Fair | Satisfactory | 271 | 81.2 |
November 1999 | Fair | Fair | Fair | Satisfactory | 2341 | 66.1 |
November 1997 | Fair | Fair | Fair | Satisfactory | 2276 | 66.2 |
October 1995 | Fair | Fair | Fair | Satisfactory | 2155 | 66.7 |
October 1993 | Fair | Satisfactory | Satisfactory | Good | 2140 | 71.4 |
October 1991 | Fair | Satisfactory | Good | Good | 1970 | 73.7 |
September 1989 | Fair | Satisfactory | Good | Good | 1970 | 73.7 |