REYNOLDS BR ROAD over TWO RUN CREEK
Map
Coordinates:
+34.21543, -84.9687734°12'56" N, 84°58'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | REYNOLDS BR ROAD over TWO RUN CREEK |
Structure number: | 000000001501120 |
Location: | 2 MI SW OF KINGSTON |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 47.9 ft. [14.6 m] |
Total length: | 128.9 ft. [39.3 m] |
Roadway width between curbs: | 27.2 ft. [8.3 m] |
Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
Owner: | County Highway Agency [02] |
Year built: | 1969 |
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: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: July 2016
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 1,490 [as of 2011] |
Truck traffic: | 1% of total traffic |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Very Good [8 out of 9] |
Substructure condition: | Good [7 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: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 73.3 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $756,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2016 | Fair | Satisfactory | Very Good | Good | 1490 | 73.3 |
July 2014 | Good | Good | Very Good | Good | 1490 | 73.3 |
July 2012 | Good | Good | Very Good | Good | 1490 | 72.0 |
July 2010 | Good | Good | Very Good | Good | 1390 | 72.1 |
August 2008 | Good | Good | Very Good | Good | 1390 | 72.1 |
September 2006 | Fair | Good | Satisfactory | Fair | 1460 | 36.2 |
July 2004 | Fair | Good | Satisfactory | Fair | 1180 | 36.4 |
July 2002 | Fair | Good | Good | Satisfactory | 1300 | 46.6 |
June 2000 | Fair | Good | Good | Satisfactory | 1200 | 70.6 |
September 1998 | Fair | Good | Good | Satisfactory | 1200 | 70.5 |
September 1996 | Fair | Good | Good | Satisfactory | 1170 | 70.5 |
September 1994 | Fair | Very Good | Very Good | Satisfactory | 1170 | 71.6 |
August 1992 | Fair | Very Good | Very Good | Satisfactory | 1170 | 71.6 |
February 1991 | Fair | Very Good | Very Good | Satisfactory | 920 | 72.7 |
Element Data
Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Steel Girder/Beam | linear ft. | 822 | 822 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 6,960 | 6,960 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 3,822 | 0 | 3,822 | 0 | 0 |
Substructure |
Steel Column | each | 8 | 8 | 0 | 0 | 0 |
Reinforced Concrete Abutment | linear ft. | 60 | 60 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 56 | 56 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 108 | 81 | 0 | 27 | 0 |
Bearings |
Movable Bearing | each | 18 | 18 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 18 | 18 | 0 | 0 | 0 |
Fixed Bearing | each | 18 | 18 | 0 | 0 | 0 |
Steel Protective Coating | sq. ft. | 18 | 18 | 0 | 0 | 0 |
Bridge Rail |
Steel or Aluminum Bridge Rail | linear ft. | 258 | 258 | 0 | 0 | 0 |