CLAUDE SIMS ROAD over TESNATEE CREEK
Map
Coordinates:
+34.60001, -83.7843634°36'00" N, 83°47'04" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CLAUDE SIMS ROAD over TESNATEE CREEK |
Structure number: | 000000031150470 |
Location: | 1.9 MI NW OF CLEVELAND |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 49.9 ft. [15.2 m] |
Total length: | 49.9 ft. [15.2 m] |
Roadway width between curbs: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 22.3 ft. [6.8 m] |
Owner: | County Highway Agency [02] |
Year built: | 1996 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Wood or timber [7] |
Main span design: | Stringer/Multi-beam or girder [02] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Bituminous [6] |
Latest Available Inspection: February 2016
Good/Fair/Poor Condition: | Good |
Status: | Bridge closed to all traffic [K] |
Average daily traffic: | 1,030 [as of 2000] |
Truck traffic: | 1% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Operating rating: | 60.4 tons [54.9 metric tons] |
Inventory rating: | 35.6 tons [32.4 metric tons] |
Sufficiency rating: | 79.5 |
Estimated cost of work: | $6,660,000 |
Previous Inspections
Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
---|
February 2016 | 79.5 | Good | Good | Good | Good | FO | 1030 |
Element Data
Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
Element | Units | Quantity | 1. Good | 2. Fair | 3. Poor | 4. Serious |
---|
Superstructure |
Timber Girder/Beam | linear ft. | 250 | 250 | 0 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 22 | 22 | 0 | 0 | 0 |
Joints |
Other Joint | linear ft. | 20 | 20 | 0 | 0 | 0 |
Deck |
Timber Deck | sq. ft. | 1,115 | 1,115 | 0 | 0 | 0 |
Wearing Surfaces | sq. ft. | 995 | 0 | 0 | 995 | 0 |
Bearings |
Elastomeric Bearing | each | 10 | 10 | 0 | 0 | 0 |
Bridge Rail |
Timber Bridge Rail | linear ft. | 100 | 50 | 0 | 50 | 0 |