SR1105 over CEDAR CREEK
Map
Coordinates:
+36.07182, -78.4089236°04'19" N, 78°24'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1105 over CEDAR CREEK |
Structure number: | 000000000690023 |
Old structure number: | 000000000069023 (from 1992 edition) |
Location: | 1.7 MI S JCT NC56 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 49.9 ft. [15.2 m] |
Total length: | 152.9 ft. [46.6 m] |
Roadway width between curbs: | 30.2 ft. [9.2 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 2015 |
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: July 2017
Good/Fair/Poor Condition: | Fair |
Status: | Bridge closed to all traffic [K] |
Average daily traffic: | 1,100 [as of 2013] |
Truck traffic: | 6% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 33.0 |
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 |
---|
July 2017 | Fair | Satisfactory | Fair | Fair | 1100 | 33.0 |
July 2015 | Fair | Satisfactory | Fair | Fair | 1100 | 8.6 |
June 2013 | Fair | Satisfactory | Fair | Fair | 1200 | 49.6 |
June 2011 | Fair | Fair | Fair | Fair | 1200 | 48.6 |
June 2009 | Fair | Fair | Satisfactory | Satisfactory | 2900 | 49.6 |
July 2007 | Fair | Fair | Satisfactory | Satisfactory | 1300 | 55.7 |
May 2005 | Fair | Very Good | Good | Satisfactory | 1200 | 58.0 |
August 2003 | Good | Very Good | Very Good | Good | 1100 | 58.1 |
June 2001 | Good | Very Good | Very Good | Good | 1100 | 58.1 |
October 2000 | Good | Very Good | Very Good | Good | 1100 | 58.1 |
March 1998 | Good | Very Good | Very Good | Good | 700 | 65.1 |
February 1996 | Fair | Fair | Satisfactory | Fair | 490 | 55.2 |
February 1994 | Fair | Fair | Satisfactory | Fair | 500 | 49.4 |
February 1992 | Poor | Satisfactory | Very Good | Poor | 400 | 36.2 |