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US 176 over SANDY RUN CREEK
Map
Coordinates:
+33.80183, -80.96699
33°48'07" N, 80°58'01" W
+33.80183, -80.96699
33°48'07" N, 80°58'01" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US 176 over SANDY RUN CREEK |
| Structure number: | 000000000000385 |
| Old structure number: | 000920017600100 (from 1992 edition) |
| Location: | 15MI NW OF ST MATTHEWS |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 36.1 ft. [11.0 m] |
| Total length: | 36.1 ft. [11.0 m] |
| Roadway width between curbs: | 27.9 ft. [8.5 m] |
| Deck width edge-to-edge: | 29.9 ft. [9.1 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1930 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 13.5 / H 15 [2] |
| Main span material: | Concrete [1] |
| Main span design: | Tee beam [04] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 4,200 [as of 2017] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| 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 foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 81.1 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| July 2018 | Fair | Very Good | Satisfactory | Satisfactory | 4200 | 81.1 |
| July 2016 | Fair | Very Good | Satisfactory | Satisfactory | 4700 | 81.0 |
| July 2014 | Fair | Good | Fair | Good | 4100 | 69.7 |
| July 2012 | Fair | Good | Fair | Good | 3900 | 69.7 |
| September 2010 | Good | Good | Good | Good | 3400 | 81.0 |
| September 2008 | Good | Good | Good | Good | 3500 | 80.9 |
| September 2006 | Good | Good | Good | Good | 3900 | 80.9 |
| September 2004 | Good | Good | Good | Good | 3900 | 80.9 |
| August 1998 | Good | Very Good | Very Good | Good | 3600 | 81.1 |
| July 1990 | Good | Very Good | Very Good | Good | 2400 | 80.6 |
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 | ||||||
| Reinforced Concrete Girder/Beam | linear ft. | 288 | 0 | 278 | 10 | 0 |
| Deck | ||||||
| Reinforced Concrete Top Flange | sq. ft. | 1,088 | 1,088 | 0 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 60 | 52 | 4 | 4 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 72 | 72 | 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/1481613
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1481613