US1 over SMITH CREEK
Map
Coordinates:
+36.54076, -78.1951436°32'27" N, 78°11'43" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US1 over SMITH CREEK |
Structure number: | 000000001850031 |
Old structure number: | 000000000185031 (from 1992 edition) |
Location: | 0.6 MI.N.JCT.I85 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 39.0 ft. [11.9 m] |
Total length: | 160.1 ft. [48.8 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 28.2 ft. [8.6 m] |
Owner: | State Highway Agency [01] |
Year built: | 1938 |
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: | 4 |
Main spans material: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: September 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,300 [as of 2012] |
Truck traffic: | 7% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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: | 64.4 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2017 | Fair | Fair | Fair | Fair | 1300 | 64.4 |
September 2015 | Fair | Fair | Fair | Fair | 1800 | 62.7 |
October 2013 | Fair | Fair | Fair | Fair | 1800 | 62.7 |
November 2011 | Fair | Fair | Fair | Fair | 1300 | 64.7 |
November 2009 | Fair | Satisfactory | Satisfactory | Satisfactory | 1800 | 76.1 |
March 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 1700 | 73.8 |
January 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 1700 | 73.8 |
September 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 1300 | 74.4 |
February 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 1300 | 77.9 |
September 1999 | Fair | Satisfactory | Satisfactory | Satisfactory | 1300 | 77.9 |
May 1997 | Fair | Satisfactory | Satisfactory | Satisfactory | 1300 | 77.9 |
April 1995 | Fair | Satisfactory | Satisfactory | Satisfactory | 1200 | 71.5 |
April 1993 | Fair | Satisfactory | Satisfactory | Satisfactory | 900 | 74.6 |
April 1991 | Fair | Satisfactory | Satisfactory | Satisfactory | 1000 | 74.5 |