SR1600 over FORBUSH CREEK
Map
Coordinates:
+36.13600, -80.5492536°08'10" N, 80°32'57" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1600 over FORBUSH CREEK |
Structure number: | 000000001970073 |
Location: | .5 MI.N.JCT.SR1605 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 44.0 ft. [13.4 m] |
Total length: | 118.1 ft. [36.0 m] |
Roadway width between curbs: | 30.2 ft. [9.2 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Skew angle: | 30° |
Owner: | State Highway Agency [01] |
Year built: | 1994 |
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: May 2017
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,300 [as of 2015] |
Truck traffic: | 6% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 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: | 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: | 80.5 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
May 2017 | Good | Good | Good | Good | 3300 | 80.5 |
May 2015 | Good | Good | Good | Good | 2100 | 92.9 |
May 2013 | Good | Good | Good | Good | 2400 | 92.7 |
May 2011 | Good | Good | Good | Good | 2900 | 80.8 |
May 2009 | Good | Very Good | Very Good | Very Good | 3100 | 80.6 |
September 2007 | Good | Very Good | Very Good | Very Good | 3300 | 80.5 |
July 2005 | Good | Very Good | Very Good | Very Good | 3300 | 80.5 |
June 2003 | Good | Very Good | Very Good | Very Good | 2700 | 92.5 |
June 2001 | Good | Very Good | Very Good | Very Good | 1800 | 94.1 |
September 1999 | Good | Very Good | Very Good | Very Good | 2400 | 92.7 |
April 1991 | Fair | Very Good | Satisfactory | Satisfactory | 1900 | 38.2 |