SR1007 over DEEP RIVER
Map
Coordinates:
+35.55507, -79.2870435°33'18" N, 79°17'13" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1007 over DEEP RIVER |
Structure number: | 000000000370169 |
Location: | 0.1 MI. S. JCT. US421 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 64.0 ft. [19.5 m] |
Total length: | 421.0 ft. [128.3 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 28.5 ft. [8.7 m] |
Skew angle: | 15° |
Owner: | State Highway Agency [01] |
Year built: | 1959 |
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: | 8 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: November 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 710 [as of 2014] |
Truck traffic: | 6% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 minimum criteria [6] |
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: | 49.7 |
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 |
---|
November 2018 | Poor | Satisfactory | Poor | Satisfactory | 710 | 49.7 |
November 2016 | Fair | Fair | Fair | Fair | 400 | 63.5 |
November 2014 | Fair | Fair | Fair | Fair | 480 | 62.5 |
October 2012 | Fair | Fair | Fair | Fair | 410 | 62.5 |
October 2010 | Fair | Fair | Satisfactory | Satisfactory | 430 | 73.2 |
September 2008 | Fair | Fair | Satisfactory | Satisfactory | 470 | 73.2 |
August 2006 | Poor | Poor | Good | Satisfactory | 540 | 68.7 |
March 2004 | Poor | Poor | Good | Satisfactory | 640 | 68.6 |
March 2002 | Poor | Poor | Very Good | Satisfactory | 660 | 68.6 |
March 2000 | Poor | Poor | Very Good | Satisfactory | 660 | 68.6 |
May 1998 | Poor | Poor | Very Good | Satisfactory | 660 | 68.6 |
April 1990 | Fair | Fair | Very Good | Satisfactory | 400 | 64.3 |