WINCHESTER RD over PINHOOK CREEK
Map
Coordinates:
+34.79286, -86.5890934°47'34" N, 86°35'21" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.
Facts
Name: | WINCHESTER RD over PINHOOK CREEK |
Structure number: | 013699 |
Old structure number: | 0000020845M0150 (from 1992 edition) |
Location: | 2166 WINCHESTER RD |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Urban) [16] |
Length of largest span: | 9.8 ft. [3.0 m] |
Total length: | 44.0 ft. [13.4 m] |
Roadway width between curbs: | 51.8 ft. [15.8 m] |
Deck width edge-to-edge: | 70.2 ft. [21.4 m] |
Skew angle: | 30° |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1985 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Number of main spans: | 4 |
Main spans material: | Concrete [1] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: September 2016
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 11,500 [as of 2015] |
Truck traffic: | 1% 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: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
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: | Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Operating rating: | 43.8 tons [39.8 metric tons] |
Inventory rating: | 26.3 tons [23.9 metric tons] |
Sufficiency rating: | 70.3 |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $947,000 |
Previous Inspections
Date | Suff. Rating | Condition | Culvert Condition | SD/FO | ADT |
---|
September 2016 | 70.3 | Good | 7 out of 10 | FO | 11500 |
September 2014 | 67.3 | Good | 7 out of 10 | FO | 11500 |
September 2012 | 67.3 | Good | 7 out of 10 | FO | 11500 |
September 2010 | 41.5 | Good | 7 out of 10 | SD | 11200 |
September 2008 | 41.4 | Good | 7 out of 10 | SD | 11800 |
October 2006 | 42.1 | Good | 7 out of 10 | SD | 9200 |
October 2004 | 42.1 | Good | 7 out of 10 | SD | 9200 |
November 2002 | 41.1 | Good | 7 out of 10 | SD | 12925 |
January 2001 | 58.4 | Good | 7 out of 10 | FO | 12925 |
November 1998 | 58.4 | Good | 7 out of 10 | SD | 12910 |
November 1996 | 58.2 | Good | 7 out of 10 | SD | 12900 |
December 1994 | 58.6 | Good | 7 out of 10 | SD | 12800 |
January 1993 | 58.7 | Good | 7 out of 10 | - | 12700 |
February 1991 | 66.0 | Fair | 6 out of 10 | - | 12600 |