NC137 over COLE CREEK
Map
Coordinates:
+36.40852, -76.7842636°24'31" N, 76°47'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | NC137 over COLE CREEK |
Structure number: | 000000000730025 |
Location: | .04 MI E JCT SR 1114 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 62.0 ft. [18.9 m] |
Total length: | 174.9 ft. [53.3 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: | 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: January 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,500 [as of 2012] |
Truck traffic: | 7% 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: | Meets minimum tolerable limits to be left in place as is [4] |
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: | 94.3 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2018 | Good | Very Good | Very Good | Very Good | 2500 | 94.3 |
January 2016 | Good | Very Good | Very Good | Good | 2500 | 93.8 |
February 2014 | Good | Very Good | Very Good | Good | 2500 | 93.8 |
February 2012 | Poor | Fair | Poor | Fair | 1400 | 13.2 |
February 2010 | Fair | Fair | Fair | Satisfactory | 1800 | 59.7 |
January 2008 | Fair | Fair | Fair | Satisfactory | 3100 | 54.8 |
March 2006 | Fair | Fair | Satisfactory | Satisfactory | 1500 | 67.4 |
October 2003 | Fair | Fair | Satisfactory | Satisfactory | 1600 | 71.2 |
March 2002 | Fair | Fair | Satisfactory | Satisfactory | 3300 | 67.6 |
March 2000 | Fair | Fair | Satisfactory | Satisfactory | 3300 | 67.6 |
March 1998 | Fair | Fair | Satisfactory | Satisfactory | 2000 | 70.9 |
March 1990 | Fair | Satisfactory | Good | Good | 1100 | 71.5 |