Share: 
CR76 over DRAG NASTY CREEK
Map
Coordinates:
+31.75895, -85.09230
31°45'32" N, 85°05'32" W
+31.75895, -85.09230
31°45'32" N, 85°05'32" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | CR76 over DRAG NASTY CREEK |
| Structure number: | 000000006150100 |
| Location: | 9 MILES NORTH OF FORT GAI |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 60.0 ft. [18.3 m] |
| Total length: | 180.1 ft. [54.9 m] |
| Roadway width between curbs: | 27.9 ft. [8.5 m] |
| Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
| Skew angle: | 35° |
| Owner: | County Highway Agency [02] |
| Year built: | 2010 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Number of main spans: | 3 |
| Main spans material: | Prestressed concrete [5] |
| 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: May 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 490 [as of 2012] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Better than present minimum criteria [7] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 85.8 |
| Estimated cost of work: | $1,055,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| May 2017 | Good | Good | Very Good | Good | 490 | 85.8 |
| May 2015 | Good | Good | Very Good | Good | 490 | 85.8 |
| May 2013 | Good | Very Good | Very Good | Very Good | 490 | 85.8 |
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 | ||||||
| Prestressed Concrete Girder/Beam | linear ft. | 720 | 720 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 5,580 | 5,580 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 70 | 70 | 0 | 0 | 0 |
| Steel Pile | each | 8 | 8 | 0 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 70 | 70 | 0 | 0 | 0 |
| Joints | ||||||
| Pourable Joint | linear ft. | 112 | 0 | 0 | 0 | 112 |
| Bearings | ||||||
| Elastomeric Bearing | each | 24 | 24 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 360 | 360 | 0 | 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/1647245
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1647245