ROUTE 602 over FULTZ RUN
Map
Coordinates:
+38.51718, -78.5808638°31'02" N, 78°34'51" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | ROUTE 602 over FULTZ RUN |
Structure number: | 000000000013090 |
Location: | 0.20 RT 609 - 0.65 RT 650 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 40.0 ft. [12.2 m] |
Total length: | 40.0 ft. [12.2 m] |
Roadway width between curbs: | 25.3 ft. [7.7 m] |
Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
Skew angle: | 45° |
Owner: | State Highway Agency [01] |
Year built: | 1975 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18+Mod / HS 20+Mod [6] |
Main span material: | Prestressed concrete [5] |
Main span design: | Slab [01] |
Deck type: | Other [9] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 334 [as of 2014] |
Truck traffic: | 2% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
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: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 92.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2018 | Fair | Very Good | Very Good | Satisfactory | 334 | 92.9 |
June 2016 | Fair | Very Good | Very Good | Satisfactory | 334 | 92.9 |
June 2014 | Fair | Very Good | Very Good | Satisfactory | 342 | 92.9 |
June 2012 | Fair | Very Good | Very Good | Satisfactory | 342 | 92.9 |
June 2010 | Fair | Excellent | Excellent | Satisfactory | 342 | 89.9 |
May 2008 | Fair | Fair | Good | Fair | 342 | 72.4 |
April 2006 | Fair | Fair | Good | Fair | 365 | 72.4 |
April 2004 | Fair | Fair | Good | Fair | 365 | 72.4 |
March 2002 | Fair | Fair | Good | Fair | 365 | 72.4 |
May 2000 | Fair | Good | Good | Fair | 365 | 73.5 |
March 1998 | Fair | Satisfactory | Very Good | Fair | 365 | 73.5 |
April 1996 | Fair | Very Good | Very Good | Fair | 371 | 73.5 |
May 1994 | Fair | Satisfactory | Very Good | Fair | 371 | 72.8 |
March 1992 | Fair | Good | Very Good | Fair | 230 | 77.8 |
March 1990 | Fair | Good | Very Good | Fair | 230 | 77.8 |