L. P. Bailey Hwy. over Banister River
Map
Coordinates:
+36.78077, -78.9251236°46'51" N, 78°55'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | L. P. Bailey Hwy. over Banister River |
Structure number: | 000000000009203 |
Location: | 0.59 TO 360 - 1.75 TO 615 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 50.9 ft. [15.5 m] |
Total length: | 752.0 ft. [229.2 m] |
Roadway width between curbs: | 27.9 ft. [8.5 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1958 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 13.5 / HS 15 [3] |
Number of main spans: | 15 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: April 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 4,933 [as of 2014] |
Truck traffic: | 9% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Satisfactory [6 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: | Superior to present desirable criteria [9] |
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] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 64.1 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $10,357,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2017 | Fair | Fair | Satisfactory | Fair | 4933 | 64.1 |
April 2015 | Fair | Fair | Satisfactory | Fair | 4933 | 65.1 |
April 2013 | Fair | Fair | Satisfactory | Fair | 4649 | 66.4 |
April 2011 | Fair | Fair | Satisfactory | Fair | 4649 | 66.4 |
April 2009 | Fair | Satisfactory | Satisfactory | Fair | 4649 | 67.5 |
April 2007 | Fair | Satisfactory | Satisfactory | Fair | 5229 | 66.9 |
April 2005 | Fair | Satisfactory | Satisfactory | Fair | 4521 | 67.6 |
April 2003 | Fair | Satisfactory | Satisfactory | Fair | 4497 | 67.6 |
April 2001 | Fair | Fair | Satisfactory | Fair | 4834 | 66.2 |
April 1999 | Fair | Fair | Satisfactory | Fair | 4732 | 64.3 |
May 1997 | Fair | Satisfactory | Satisfactory | Fair | 11000 | 59.2 |
May 1995 | Fair | Satisfactory | Good | Fair | 12000 | 57.9 |
April 1993 | Poor | Satisfactory | Good | Poor | 3759 | 48.7 |
March 1991 | Poor | Satisfactory | Good | Poor | 4285 | 48.0 |