SR1202 over JERNIGAN BRANCH
Map
Coordinates:
+36.50757, -76.8788136°30'27" N, 76°52'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1202 over JERNIGAN BRANCH |
Structure number: | 000000000730045 |
Old structure number: | 000000000073045 (from 1992 edition) |
Location: | 0.3 MI E. OF JCT. SR1203 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 44.9 ft. [13.7 m] |
Total length: | 49.9 ft. [15.2 m] |
Roadway width between curbs: | 24.3 ft. [7.4 m] |
Deck width edge-to-edge: | 27.2 ft. [8.3 m] |
Skew angle: | 15° |
Owner: | State Highway Agency [01] |
Year built: | 1997 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Main span material: | Prestressed concrete [5] |
Main span design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 290 [as of 2012] |
Truck traffic: | 6% 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: | 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: | 89.9 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Good | Good | Good | Good | 290 | 89.9 |
January 2016 | Good | Good | Good | Good | 290 | 89.9 |
January 2014 | Good | Good | Good | Good | 290 | 89.9 |
January 2012 | Fair | Fair | Fair | Good | 230 | 82.4 |
January 2010 | Fair | Satisfactory | Fair | Good | 280 | 78.9 |
January 2008 | Good | Good | Good | Good | 330 | 89.9 |
November 2005 | Good | Good | Very Good | Very Good | 260 | 89.9 |
September 2003 | Good | Very Good | Very Good | Very Good | 340 | 89.9 |
February 2002 | Good | Very Good | Very Good | Very Good | 340 | 89.9 |
February 2000 | Good | Very Good | Very Good | Very Good | 310 | 89.9 |
February 1998 | Good | Very Good | Very Good | Very Good | 310 | 89.9 |
March 1996 | Fair | Satisfactory | Good | Fair | 310 | 43.8 |
July 1994 | Fair | Satisfactory | Good | Fair | 300 | 43.8 |
April 1992 | Fair | Good | Good | Fair | 300 | 40.0 |
March 1990 | Fair | Good | Good | Fair | 250 | 43.9 |