SR1305 over INDIAN CREEK
Map
Coordinates:
+36.27773, -76.5945236°16'40" N, 76°35'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1305 over INDIAN CREEK |
Structure number: | 000000000410023 |
Old structure number: | 000000000041023 (from 1992 edition) |
Location: | 0.5 MI. E. JCT. SR1307 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 29.9 ft. [9.1 m] |
Total length: | 30.8 ft. [9.4 m] |
Roadway width between curbs: | 28.9 ft. [8.8 m] |
Deck width edge-to-edge: | 30.5 ft. [9.3 m] |
Owner: | State Highway Agency [01] |
Year built: | 1974 |
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: | Channel beam [22] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 580 [as of 2014] |
Truck traffic: | 6% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 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: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 72.7 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2018 | Fair | Fair | Fair | Satisfactory | 580 | 72.7 |
November 2016 | Fair | Fair | Fair | Fair | 540 | 72.6 |
November 2014 | Fair | Fair | Fair | Fair | 540 | 72.6 |
November 2012 | Fair | Fair | Fair | Fair | 620 | 72.6 |
November 2010 | Fair | Fair | Fair | Fair | 620 | 72.3 |
December 2008 | Fair | Fair | Fair | Fair | 670 | 72.2 |
December 2006 | Fair | Fair | Fair | Fair | 630 | 63.3 |
November 2004 | Fair | Fair | Fair | Fair | 630 | 63.3 |
December 2002 | Fair | Fair | Fair | Fair | 630 | 63.3 |
December 2000 | Fair | Fair | Fair | Fair | 620 | 63.3 |
January 1999 | Fair | Fair | Fair | Fair | 660 | 63.3 |
January 1997 | Fair | Fair | Fair | Fair | 600 | 63.3 |
December 1994 | Fair | Satisfactory | Satisfactory | Fair | 480 | 71.8 |
December 1992 | Poor | Poor | Poor | Fair | 425 | 52.8 |
November 1990 | Poor | Poor | Poor | Fair | 500 | 52.7 |