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CLAUDE SIMS ROAD over TESNATEE CREEK
Map
Coordinates:
+34.60833, -83.79365
34°36'30" N, 83°47'37" W
+34.60833, -83.79365
34°36'30" N, 83°47'37" 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 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| 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] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
| 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] |
| Sufficiency rating: | 79.5 |
| Estimated cost of work: | $6,660,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| February 2018 | Good | Good | Good | Good | 1030 | 79.5 |
| February 2016 | Good | Good | Good | Good | 1030 | 79.5 |
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 | ||||||
| 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 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1684330
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1684330