Zachary Taylor Hwy over Hittles Mill Stream
Map
Coordinates:
+38.79052, -78.1049738°47'26" N, 78°06'18" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | Zachary Taylor Hwy over Hittles Mill Stream |
Structure number: | 000000000014665 |
Location: | .07 Fr 630 & .82 To 677 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 24.9 ft. [7.6 m] |
Total length: | 55.1 ft. [16.8 m] |
Roadway width between curbs: | 29.9 ft. [9.1 m] |
Deck width edge-to-edge: | 33.5 ft. [10.2 m] |
Owner: | State Highway Agency [01] |
Year built: | 1937 |
Year reconstructed: | 1989 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 2 |
Main spans material: | Concrete [1] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Latest Available Inspection: March 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 3,548 [as of 2014] |
Truck traffic: | 2% 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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 64.7 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Fair | Good | Good | Satisfactory | 3548 | 64.7 |
March 2016 | Fair | Good | Good | Satisfactory | 3548 | 64.7 |
March 2014 | Fair | Good | Good | Satisfactory | 4005 | 64.7 |
March 2012 | Fair | Good | Good | Satisfactory | 4005 | 64.7 |
March 2010 | Fair | Good | Good | Satisfactory | 4005 | 66.7 |
March 2008 | Fair | Good | Good | Satisfactory | 3789 | 66.7 |
March 2006 | Fair | Good | Good | Satisfactory | 3861 | 66.7 |
March 2004 | Fair | Good | Good | Satisfactory | 3709 | 66.7 |
March 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 3365 | 66.7 |
March 2000 | Fair | Satisfactory | Satisfactory | Good | 3755 | 66.7 |
March 1998 | Fair | Satisfactory | Satisfactory | Good | 3755 | 66.7 |
March 1996 | Fair | Satisfactory | Satisfactory | Good | 3000 | 66.8 |
April 1994 | Good | Good | Good | Good | 3923 | 66.8 |
March 1992 | Good | Good | Good | Good | 4350 | 66.8 |