HOLLY FARM ROAD over FLAT CREEK
Map
Coordinates:
+37.27540, -78.1748837°16'31" N, 78°10'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | HOLLY FARM ROAD over FLAT CREEK |
Structure number: | 000000000012806 |
Location: | .75 FR 628 & .91 TO 647 |
Purpose: | Carries highway over waterway |
Route classification: | Principal Arterial - Other (Rural) [02] |
Length of largest span: | 44.0 ft. [13.4 m] |
Total length: | 47.9 ft. [14.6 m] |
Roadway width between curbs: | 38.4 ft. [11.7 m] |
Deck width edge-to-edge: | 41.7 ft. [12.7 m] |
Owner: | State Highway Agency [01] |
Year built: | 1941 |
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 [1] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2017
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 5,430 [as of 2014] |
Truck traffic: | 7% of total traffic |
Deck condition: | Satisfactory [6 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
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 assessed or calculated scour condition. [5] |
Sufficiency rating: | 90.8 |
Recommended work: | Other structural work, including hydraulic replacements. [38] |
Estimated cost of work: | $999,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
June 2017 | Fair | Satisfactory | Good | Satisfactory | 5430 | 90.8 |
June 2015 | Fair | Satisfactory | Good | Satisfactory | 5430 | 90.8 |
June 2013 | Fair | Satisfactory | Good | Satisfactory | 5382 | 90.9 |
June 2011 | Fair | Satisfactory | Good | Satisfactory | 5382 | 91.9 |
June 2009 | Fair | Satisfactory | Good | Satisfactory | 5382 | 91.9 |
June 2007 | Fair | Satisfactory | Good | Satisfactory | 5309 | 93.0 |
June 2005 | Fair | Good | Good | Satisfactory | 5194 | 93.1 |
June 2003 | Fair | Very Good | Very Good | Satisfactory | 4965 | 93.4 |
June 2001 | Fair | Very Good | Very Good | Satisfactory | 4352 | 94.0 |
June 2000 | Fair | Very Good | Very Good | Satisfactory | 4423 | 94.0 |
June 1999 | Fair | Very Good | Very Good | Satisfactory | 4423 | 94.0 |
June 1998 | Fair | Very Good | Very Good | Satisfactory | 4300 | 94.1 |
June 1997 | Fair | Very Good | Very Good | Satisfactory | 4300 | 94.1 |
June 1996 | Fair | Good | Good | Satisfactory | 4900 | 93.4 |
June 1995 | Good | Good | Good | Good | 4900 | 73.7 |
June 1994 | Good | Very Good | Very Good | Very Good | 5400 | 73.0 |
June 1993 | Good | Very Good | Very Good | Very Good | 5063 | 73.5 |
June 1992 | Good | Very Good | Very Good | Very Good | 3180 | 77.3 |
May 1991 | Good | Very Good | Very Good | Very Good | 3250 | 77.2 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Reinforced Concrete Girder/Beam | linear ft. | 288 | 284 | 3 | 1 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 1,883 | 1,803 | 80 | 0 | 0 |
Wearing Surfaces | sq. ft. | 1,700 | 1,700 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 109 | 57 | 52 | 0 | 0 |
Joints |
Compression Joint | linear ft. | 84 | 84 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 96 | 96 | 0 | 0 | 0 |