SR1316 over CAPE FEAR RIVER
Map
Coordinates:
+34.74444, -78.7852834°44'40" N, 78°47'07" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1316 over CAPE FEAR RIVER |
Structure number: | 000000000170188 |
Old structure number: | 000000000017188 (from 1992 edition) |
Location: | 0.8 MI N. JCT. NC 87 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 174.9 ft. [53.3 m] |
Total length: | 1570.0 ft. [478.5 m] |
Roadway width between curbs: | 31.2 ft. [9.5 m] |
Deck width edge-to-edge: | 34.5 ft. [10.5 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: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,400 [as of 2013] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Very Good [8 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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: | 89.8 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Good | Good | Good | Very Good | 3400 | 89.8 |
February 2016 | Fair | Fair | Fair | Fair | 3800 | 42.2 |
March 2014 | Fair | Fair | Fair | Fair | 3800 | 42.2 |
March 2012 | Fair | Fair | Fair | Fair | 3600 | 42.9 |
March 2010 | Poor | Poor | Fair | Fair | 4000 | 40.5 |
March 2008 | Poor | Poor | Poor | Fair | 4000 | 16.5 |
April 2006 | Poor | Poor | Poor | Fair | 3500 | 25.9 |
April 2004 | Poor | Poor | Poor | Fair | 3500 | 25.9 |
April 2002 | Poor | Poor | Poor | Satisfactory | 780 | 12.7 |
March 2000 | Poor | Poor | Poor | Poor | 780 | 12.7 |
March 1998 | Poor | Poor | Poor | Poor | 2900 | 4.0 |
March 1996 | Poor | Poor | Poor | Poor | 900 | 29.0 |
March 1994 | Poor | Poor | Poor | Poor | 600 | 38.9 |
March 1992 | Poor | Poor | Poor | Poor | 600 | 38.9 |
February 1990 | Fair | Satisfactory | Good | Satisfactory | 400 | 57.4 |