SR1308 over GOODMAN SWAMP
Map
Coordinates:
+36.52867, -76.6452836°31'43" N, 76°38'43" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1308 over GOODMAN SWAMP |
Structure number: | 000000000730020 |
Old structure number: | 000000000073020 (from 1992 edition) |
Location: | 0.2 MI.W.JCT.SR1305 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 17.1 ft. [5.2 m] |
Total length: | 51.8 ft. [15.8 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Owner: | State Highway Agency [01] |
Year built: | 1958 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Number of main spans: | 3 |
Main spans material: | Wood or timber [7] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 410 [as of 2011] |
Truck traffic: | 6% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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] |
Pier/abutment protection: | Navigation protection not required [1] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 27.5 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Poor | Fair | Fair | Poor | 410 | 27.5 |
January 2016 | Poor | Fair | Fair | Poor | 410 | 26.8 |
January 2014 | Poor | Fair | Fair | Poor | 410 | 26.8 |
January 2012 | Fair | Fair | Fair | Fair | 280 | 50.7 |
January 2010 | Fair | Fair | Fair | Fair | 280 | 53.3 |
January 2008 | Fair | Fair | Fair | Fair | 260 | 55.1 |
February 2006 | Fair | Fair | Fair | Fair | 260 | 55.1 |
November 2003 | Fair | Fair | Fair | Fair | 310 | 53.2 |
February 2002 | Fair | Fair | Fair | Fair | 420 | 52.0 |
February 2000 | Fair | Fair | Fair | Fair | 340 | 53.2 |
March 1998 | Fair | Fair | Fair | Fair | 340 | 53.2 |
March 1996 | Fair | Fair | Fair | Fair | 340 | 53.2 |
August 1994 | Fair | Fair | Fair | Fair | 400 | 52.3 |
May 1992 | Fair | Fair | Fair | Fair | 180 | 59.5 |
March 1990 | Fair | Fair | Fair | Fair | 200 | 59.5 |