Share: 
Curtis road over North Rolling Fork
Map
Coordinates:
+37.55056, -84.98500
37°33'02" N, 84°59'06" W
+37.55056, -84.98500
37°33'02" N, 84°59'06" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | Curtis road over North Rolling Fork |
| Structure number: | 011C00077N |
| Location: | 50 FT. S. US 37 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 41.0 ft. [12.5 m] |
| Total length: | 91.9 ft. [28.0 m] |
| Roadway width between curbs: | 16.1 ft. [4.9 m] |
| Deck width edge-to-edge: | 17.4 ft. [5.3 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 2015 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 2 |
| Main spans material: | Prestressed concrete [5] |
| Main spans design: | Box Beam or girders - Single or Spread [06] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: September 2016
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 153 [as of 2015] |
| Deck condition: | Excellent [9 out of 9] |
| Superstructure condition: | Excellent [9 out of 9] |
| Substructure condition: | Excellent [9 out of 9] |
| Structural appraisal: | Superior to present desirable criteria [9] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Water adequacy appraisal: | Superior to present desirable criteria [9] |
| Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| 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] |
| Operating rating: | 106.9 tons [97.2 metric tons] |
| Inventory rating: | 94.8 tons [86.2 metric tons] |
| Sufficiency rating: | 71.1 |
Previous Inspections
| Date | Suff. Rating | Condition | Deck | Superstructure | Substructure | SD/FO | ADT |
|---|---|---|---|---|---|---|---|
| September 2016 | 71.1 | Good | Excellent | Excellent | Excellent | - | 153 |
| August 2015 | 72.1 | Good | Excellent | Excellent | Excellent | - | 153 |
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 | ||||||
| Prestressed Concrete Closed Web/Box Girder | linear ft. | 276 | 276 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 1,610 | 1,610 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Column | each | 2 | 2 | 0 | 0 | 0 |
| Reinforced Concrete Abutment | linear ft. | 79 | 79 | 0 | 0 | 0 |
| Reinforced Concrete Pile Cap/Footing | linear ft. | 20 | 20 | 0 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 20 | 20 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 184 | 184 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 920 | 920 | 0 | 0 | 0 |
© Copyright 2012-18, 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/1686877
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1686877