SR1381 over KILLIAN CREEK
Map
Coordinates:
+35.49128, -81.0290135°29'29" N, 81°01'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1381 over KILLIAN CREEK |
Structure number: | 000000001090164 |
Location: | 0.7 MI. W. JCT. SR1380 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 35.1 ft. [10.7 m] |
Total length: | 87.9 ft. [26.8 m] |
Roadway width between curbs: | 30.5 ft. [9.3 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 2014 |
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: April 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,300 [as of 2013] |
Truck traffic: | 6% of total traffic |
Deck condition: | Very Good [8 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Equal to present desirable criteria [8] |
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 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 foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 96.2 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Good | Very Good | Very Good | Very Good | 1300 | 96.2 |
April 2016 | Good | Good | Good | Good | 1300 | 96.2 |
April 2014 | Good | Very Good | Very Good | Very Good | 1300 | 96.2 |
April 2012 | Fair | Fair | Fair | Fair | 1700 | 17.2 |
April 2010 | Poor | Poor | Poor | Satisfactory | 1700 | 15.4 |
April 2008 | Poor | Poor | Poor | Satisfactory | 1100 | 17.4 |
June 2006 | Fair | Fair | Fair | Satisfactory | 1100 | 20.3 |
February 2004 | Fair | Good | Satisfactory | Satisfactory | 1400 | 29.3 |
May 2002 | Fair | Good | Good | Satisfactory | 990 | 29.8 |
February 2000 | Fair | Good | Good | Satisfactory | 1150 | 34.5 |
October 1991 | Good | Good | Good | Good | 700 | 46.8 |