WARES FERRY RD over STREAM
Map
Coordinates:
+32.40167, -86.1833332°24'06" N, 86°10'60" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | WARES FERRY RD over STREAM |
Structure number: | 005831 |
Old structure number: | 0000000851M0470 (from 1992 edition) |
Location: | 4.7 MI E OF US 80 JCT. |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 20.0 ft. [6.1 m] |
Total length: | 69.9 ft. [21.3 m] |
Roadway width between curbs: | 22.0 ft. [6.7 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Skew angle: | 10° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1957 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 3 |
Main spans material: | Concrete [1] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,200 [as of 1993] |
Truck traffic: | 1% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Equal to present minimum criteria [6] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 68.4 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $528,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Fair | Satisfactory | Satisfactory | Satisfactory | 1200 | 68.4 |
February 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 1200 | 68.4 |
February 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 1200 | 68.4 |
February 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 1200 | 55.0 |
February 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 1200 | 55.0 |
February 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 1200 | 55.0 |
February 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 1200 | 56.0 |
January 2004 | Good | Good | Good | Good | 1200 | 56.0 |
January 2002 | Good | Good | Good | Good | 1200 | 56.0 |
January 2000 | Good | Good | Good | Good | 1200 | 56.0 |
February 1998 | Good | Good | Good | Good | 1200 | 56.0 |
November 1996 | Good | Good | Good | Good | 1200 | 55.8 |
December 1994 | Good | Good | Good | Good | 1200 | 55.8 |
December 1993 | Good | Good | Good | Good | 1200 | 54.8 |
August 1990 | Good | Good | Good | Good | 1200 | 62.1 |