Share: 
E0580 (PINE ST.) over SPUNKY CREEK
Map
Coordinates:
+36.17703, -95.74277
36°10'37" N, 95°44'34" W
+36.17703, -95.74277
36°10'37" N, 95°44'34" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | E0580 (PINE ST.) over SPUNKY CREEK |
| Structure number: | 192100000000000 |
| Old structure number: | 66E0580N4080003 (from 1992 edition) |
| Location: | 0.2 MI W OF TURNPIKE |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 99.1 ft. [30.2 m] |
| Total length: | 102.0 ft. [31.1 m] |
| Roadway width between curbs: | 32.2 ft. [9.8 m] |
| Deck width edge-to-edge: | 35.4 ft. [10.8 m] |
| Skew angle: | 15° |
| Owner: | County Highway Agency [02] |
| Year built: | 1976 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Prestressed concrete [5] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: July 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 500 [as of 2016] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 85.8 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $513,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| July 2017 | Fair | Good | Very Good | Fair | 500 | 85.8 |
| July 2015 | Fair | Good | Very Good | Fair | 500 | 85.8 |
| July 2013 | Fair | Good | Very Good | Fair | 500 | 85.9 |
| July 2011 | Fair | Good | Very Good | Fair | 500 | 85.9 |
| October 2009 | Fair | Good | Very Good | Fair | 500 | 86.9 |
| June 2005 | Good | Good | Very Good | Good | 500 | 97.9 |
| February 2001 | Good | Good | Very Good | Good | 500 | 97.9 |
| June 1996 | Good | Good | Good | Good | 500 | 97.9 |
| February 1994 | Good | Good | Good | Good | 500 | 95.9 |
| March 1992 | Good | Good | Good | Good | 100 | 96.0 |
© 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/1438161
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1438161