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SR 0590 TR 590 over TINKWIG CREEK
Map
Coordinates:
+41.48312, -75.16219
41°28'59" N, 75°09'44" W
+41.48312, -75.16219
41°28'59" N, 75°09'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SR 0590 TR 590 over TINKWIG CREEK |
| Structure number: | 000000000029923 |
| Old structure number: | 510590006009480 (from 1992 edition) |
| Location: | LACKAWAX TP .7M N SR 4006 |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 23.0 ft. [7.0 m] |
| Total length: | 23.0 ft. [7.0 m] |
| Skew angle: | 45° |
| Owner: | State Highway Agency [01] |
| Year built: | 1958 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Steel [3] |
| Main span design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: June 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,833 [as of 2017] |
| Truck traffic: | 7% of total traffic |
| Structural 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: | Equal to present desirable criteria [8] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| 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 the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 84.9 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $299,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| June 2017 | Fair | 5 out of 10 | 2833 | 84.9 |
| June 2015 | Fair | 5 out of 10 | 2799 | 84.9 |
| June 2013 | Fair | 5 out of 10 | 3450 | 84.0 |
| June 2011 | Fair | 5 out of 10 | 3418 | 84.0 |
| June 2009 | Fair | 5 out of 10 | 4127 | 83.0 |
| June 2007 | Fair | 5 out of 10 | 3992 | 83.2 |
| June 2005 | Fair | 5 out of 10 | 3192 | 84.4 |
| July 2003 | Poor | 4 out of 10 | 3038 | 67.4 |
| July 2001 | Fair | 5 out of 10 | 2964 | 84.7 |
| August 1999 | Fair | 5 out of 10 | 1746 | 86.5 |
| February 1998 | Fair | 5 out of 10 | 1660 | 83.6 |
| April 1996 | Fair | 6 out of 10 | 1618 | 94.9 |
| June 1994 | Fair | 6 out of 10 | 1517 | 95.1 |
| September 1992 | Fair | 6 out of 10 | 1476 | 75.8 |
| January 1991 | Fair | 6 out of 10 | 1403 | 76.2 |
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 | ||||||
| Steel Culvert | linear ft. | 90 | 65 | 0 | 25 | 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/1472032
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1472032