SR1116 over COLE CREEK
Map
Coordinates:
+36.42176, -76.7823336°25'18" N, 76°46'56" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1116 over COLE CREEK |
Structure number: | 000000000730007 |
Old structure number: | 000000000073007 (from 1992 edition) |
Location: | 0.85 MI. E. OF JCT SR1114 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 44.0 ft. [13.4 m] |
Total length: | 134.8 ft. [41.1 m] |
Roadway width between curbs: | 34.8 ft. [10.6 m] |
Deck width edge-to-edge: | 36.1 ft. [11.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1975 |
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: | Prestressed concrete [5] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 150 [as of 1991] |
Truck traffic: | 6% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
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: | 83.1 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Fair | Satisfactory | Satisfactory | Fair | 150 | 83.1 |
January 2016 | Fair | Fair | Fair | Fair | 150 | 82.0 |
January 2014 | Fair | Fair | Fair | Fair | 150 | 82.0 |
January 2012 | Fair | Fair | Fair | Fair | 150 | 82.0 |
January 2010 | Fair | Satisfactory | Fair | Fair | 150 | 81.9 |
January 2008 | Fair | Satisfactory | Fair | Fair | 150 | 81.9 |
November 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 150 | 90.7 |
September 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 150 | 90.7 |
March 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 150 | 90.7 |
March 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 150 | 76.5 |
March 1998 | Fair | Satisfactory | Satisfactory | Satisfactory | 150 | 76.5 |
March 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 150 | 76.5 |
July 1994 | Fair | Satisfactory | Satisfactory | Satisfactory | 150 | 92.9 |
April 1992 | Fair | Satisfactory | Satisfactory | Good | 150 | 89.4 |
March 1990 | Fair | Fair | Fair | Satisfactory | 150 | 77.4 |