Share: 
S-46-30 over BIG DUTCHMAN CREEK
Map
Coordinates:
+34.98628, -81.02138
34°59'11" N, 81°01'17" W
+34.98628, -81.02138
34°59'11" N, 81°01'17" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | S-46-30 over BIG DUTCHMAN CREEK |
| Structure number: | 000000000000470 |
| Old structure number: | 004670003000100 (from 1992 edition) |
| Location: | 4.3 MI N ROCK HILL |
| Purpose: | Carries highway over waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 24.9 ft. [7.6 m] |
| Total length: | 76.1 ft. [23.2 m] |
| Roadway width between curbs: | 27.9 ft. [8.5 m] |
| Deck width edge-to-edge: | 31.2 ft. [9.5 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1930 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | M 13.5 / H 15 [2] |
| Number of main spans: | 3 |
| Main spans material: | Steel [3] |
| Main spans design: | Culvert [19] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: April 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,000 [as of 2017] |
| Truck traffic: | 2% of total traffic |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Water adequacy appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Culvert condition: | Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 55.9 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $231,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| April 2017 | Fair | 5 out of 10 | 6000 | 55.9 |
| April 2015 | Fair | N out of 10 | 5800 | 54.9 |
| April 2013 | Fair | N out of 10 | 6300 | 54.8 |
| June 2011 | Fair | N out of 10 | 7600 | 54.5 |
| April 2009 | Fair | N out of 10 | 7900 | 54.4 |
| May 2007 | Fair | N out of 10 | 7900 | 54.4 |
| May 2005 | Fair | N out of 10 | 7800 | 54.4 |
| April 1999 | Poor | N out of 10 | 3900 | 44.1 |
| June 1991 | Poor | N out of 10 | 3742 | 41.8 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Culvert | ||||||
| Masonry Culvert | linear ft. | 56 | 0 | 56 | 0 | 0 |
| Bridge Rail | ||||||
| Steel or Aluminum Bridge Rail | linear ft. | 152 | 0 | 152 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 10,753 | 10,753 | 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/1489456
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1489456