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S 3200 E over CUB RIVER;NE.FRANKLIN BR
Map
Coordinates:
+42.03306, -111.79833
42°01'59" N, 111°47'54" W
+42.03306, -111.79833
42°01'59" N, 111°47'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | S 3200 E over CUB RIVER;NE.FRANKLIN BR |
| Structure number: | 000000000023355 |
| Location: | 1.2 N. 0.3 E. FRANKLIN |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 13.1 ft. [4.0 m] |
| Total length: | 26.9 ft. [8.2 m] |
| Roadway width between curbs: | 34.1 ft. [10.4 m] |
| Deck width edge-to-edge: | 36.4 ft. [11.1 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1970 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 2 |
| Main spans material: | Steel [3] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: April 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 50 [as of 2015] |
| Truck traffic: | 10% of total traffic |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Superior to present desirable criteria [9] |
| Water adequacy appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Culvert condition: | Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5] |
| Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
| Sufficiency rating: | 85.0 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| April 2017 | Fair | 5 out of 10 | 50 | 85.0 |
| April 2015 | Fair | 5 out of 10 | 50 | 85.0 |
| April 2013 | Fair | 5 out of 10 | 50 | 85.0 |
| April 2011 | Fair | 5 out of 10 | 50 | 85.0 |
| April 2009 | Fair | 5 out of 10 | 50 | 85.0 |
| April 2007 | Fair | 6 out of 10 | 50 | 96.0 |
| April 2005 | Fair | 6 out of 10 | 50 | 96.0 |
| April 2003 | Fair | 6 out of 10 | 50 | 96.0 |
| April 2001 | Fair | 6 out of 10 | 50 | 96.0 |
| April 1999 | Fair | 6 out of 10 | 50 | 96.0 |
| April 1997 | Fair | 6 out of 10 | 50 | 96.0 |
| April 1995 | Fair | 6 out of 10 | 50 | 96.0 |
| April 1993 | Fair | 6 out of 10 | 50 | 96.0 |
| April 1991 | Fair | 6 out of 10 | 50 | 96.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 150 | 25 | 117 | 8 | 0 |
| Culvert | ||||||
| Steel Culvert | linear ft. | 72 | 0 | 72 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 1,482 | 1,338 | 144 | 0 | 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/1132858
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1132858