SR1001 over CROOKED CREEK
Map
Coordinates:
+35.98153, -78.2759135°58'54" N, 78°16'33" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | SR1001 over CROOKED CREEK |
Structure number: | 000000000690095 |
Old structure number: | 000000000069095 (from 1992 edition) |
Location: | 0.6 MI. N. JCT. SR1709 |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 49.9 ft. [15.2 m] |
Total length: | 140.1 ft. [42.7 m] |
Roadway width between curbs: | 35.4 ft. [10.8 m] |
Deck width edge-to-edge: | 39.0 ft. [11.9 m] |
Owner: | State Highway Agency [01] |
Year built: | 1998 |
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: August 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,900 [as of 2015] |
Truck traffic: | 7% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Equal to present minimum criteria [6] |
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: | 99.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
August 2017 | Fair | Good | Good | Satisfactory | 1900 | 99.7 |
August 2015 | Fair | Good | Good | Satisfactory | 1700 | 99.8 |
June 2013 | Good | Good | Good | Good | 2200 | 98.2 |
June 2011 | Good | Good | Good | Good | 2000 | 99.3 |
June 2009 | Good | Very Good | Very Good | Very Good | 1600 | 99.4 |
August 2007 | Good | Very Good | Very Good | Very Good | 1900 | 99.3 |
April 2005 | Good | Very Good | Very Good | Very Good | 1800 | 99.3 |
June 2003 | Good | Very Good | Very Good | Very Good | 2100 | 98.2 |
May 2001 | Good | Very Good | Very Good | Very Good | 1800 | 99.3 |
October 2000 | Good | Very Good | Very Good | Very Good | 1800 | 99.3 |
September 1998 | Good | Very Good | Very Good | Very Good | 1300 | 99.5 |
November 1997 | Good | Very Good | Very Good | Very Good | 1100 | 99.6 |
August 1996 | Fair | Fair | Fair | Satisfactory | 1100 | 24.1 |
August 1994 | Fair | Fair | Fair | Satisfactory | 1000 | 24.4 |
August 1992 | Fair | Satisfactory | Fair | Satisfactory | 600 | 28.9 |
July 1990 | Fair | Satisfactory | Satisfactory | Satisfactory | 600 | 39.4 |