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US 176 over POLK SPRING CREEK
Map
Coordinates:
+33.50430, -80.66461
33°30'15" N, 80°39'53" W
+33.50430, -80.66461
33°30'15" N, 80°39'53" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US 176 over POLK SPRING CREEK |
| Structure number: | 000000000002481 |
| Old structure number: | 000920017600500 (from 1992 edition) |
| Location: | 5MI S OF CAMERON |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 9.8 ft. [3.0 m] |
| Total length: | 32.2 ft. [9.8 m] |
| Roadway width between curbs: | 33.1 ft. [10.1 m] |
| Deck width edge-to-edge: | 35.1 ft. [10.7 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1957 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | M 18 / H 20 [4] |
| Number of main spans: | 3 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: July 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,100 [as of 2017] |
| Truck traffic: | 5% of total traffic |
| 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: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| 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] |
| Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 95.7 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| July 2018 | Fair | 6 out of 10 | 1100 | 95.7 |
| July 2016 | Fair | 6 out of 10 | 1100 | 95.7 |
| July 2014 | Fair | 5 out of 10 | 750 | 85.9 |
| August 2012 | Fair | 5 out of 10 | 950 | 85.9 |
| September 2010 | Fair | 5 out of 10 | 700 | 85.9 |
| September 2008 | Fair | 5 out of 10 | 600 | 85.9 |
| September 2006 | Good | 7 out of 10 | 700 | 96.9 |
| September 2004 | Good | 7 out of 10 | 650 | 96.9 |
| August 1998 | Good | 7 out of 10 | 600 | 96.9 |
| July 1990 | Fair | 6 out of 10 | 564 | 96.9 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Culvert | ||||||
| Reinforced Concrete Culvert | linear ft. | 105 | 0 | 103 | 2 | 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/1481617
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1481617