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FAS 948 over ALLIGATOR CREEK
Map
Coordinates:
+32.02387, -82.69193
32°01'26" N, 82°41'31" W
+32.02387, -82.69193
32°01'26" N, 82°41'31" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | FAS 948 over ALLIGATOR CREEK |
| Structure number: | 000000030950350 |
| Location: | 11 MI S OF GLENWOOD |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 60.0 ft. [18.3 m] |
| Total length: | 240.2 ft. [73.2 m] |
| Roadway width between curbs: | 29.9 ft. [9.1 m] |
| Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 2017 |
| 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: | 5 |
| Main spans material: | Prestressed concrete [5] |
| Main spans design: | Box beam or girders - Multiple [05] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 100 [as of 2018] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Structural appraisal: | Equal to present desirable criteria [8] |
| Deck geometry appraisal: | Better than present minimum criteria [7] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| 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 with "unknown" foundation that has not been evaluated for scour. [U] |
| Sufficiency rating: | 99.9 |
| Estimated cost of work: | $31,968,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| July 2018 | Good | Very Good | Very Good | Very Good | 100 | 99.9 |
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 Closed Web/Box Girder | linear ft. | 2,640 | 2,640 | 0 | 0 | 0 |
| Deck | ||||||
| Prestressed Concrete Top Flange | sq. ft. | 7,920 | 7,920 | 0 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 7,200 | 7,200 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 68 | 68 | 0 | 0 | 0 |
| Prestressed Concrete Pile | each | 24 | 24 | 0 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 140 | 140 | 0 | 0 | 0 |
| Joints | ||||||
| Pourable Joint | linear ft. | 180 | 180 | 0 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 110 | 110 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 480 | 480 | 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/1723931
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1723931