BILTMORE AVE. over THREE MILE BRANCH
Map
Coordinates:
+32.39292, -86.2572432°23'35" N, 86°15'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | BILTMORE AVE. over THREE MILE BRANCH |
Structure number: | 004562 |
Old structure number: | 0000001051M0110 (from 1992 edition) |
Location: | 3.6 MI.E.OF W.CITY LIMITS |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Collector (Urban) [17] |
Length of largest span: | 68.9 ft. [21.0 m] |
Total length: | 68.9 ft. [21.0 m] |
Roadway width between curbs: | 31.8 ft. [9.7 m] |
Deck width edge-to-edge: | 38.1 ft. [11.6 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1953 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Main span material: | Concrete continuous [2] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: March 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,200 [as of 1991] |
Truck traffic: | 1% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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 assessed or calculated scour condition. [5] |
Operating rating: | 47.9 tons [43.5 metric tons] |
Inventory rating: | 36.0 tons [32.7 metric tons] |
Sufficiency rating: | 95.9 |
Estimated cost of work: | $826,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
March 2016 | 95.9 | Fair | Satisfactory | Satisfactory | Good | - | 1200 |
March 2014 | 95.9 | Fair | Satisfactory | Satisfactory | Good | - | 1200 |
March 2012 | 95.9 | Fair | Satisfactory | Satisfactory | Good | - | 1200 |
March 2010 | 95.9 | Fair | Satisfactory | Satisfactory | Good | - | 1200 |
March 2008 | 74.4 | Fair | Satisfactory | Satisfactory | Good | - | 1200 |
March 2006 | 75.4 | Fair | Good | Satisfactory | Good | - | 1200 |
March 2004 | 75.4 | Good | Good | Good | Good | - | 1200 |
March 2002 | 75.4 | Good | Good | Good | Good | - | 1200 |
March 2000 | 75.4 | Good | Good | Good | Good | - | 1200 |
March 1998 | 75.6 | Good | Good | Good | Good | - | 1200 |
May 1996 | 75.4 | Good | Good | Good | Good | - | 1200 |
October 1994 | 74.8 | Good | Good | Good | Good | - | 1200 |
October 1992 | 73.8 | Good | Good | Good | Good | - | 1200 |
August 1990 | 80.9 | Good | Good | Good | Good | - | 1200 |