Share: 
464 AVE over BATTLE CK
Map
Coordinates:
+44.11062, -96.92901
44°06'38" N, 96°55'44" W
+44.11062, -96.92901
44°06'38" N, 96°55'44" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | 464 AVE over BATTLE CK |
| Structure number: | 000000040220058 |
| Location: | 2E & 2.2N RUTLAND |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 9.8 ft. [3.0 m] |
| Total length: | 32.2 ft. [9.8 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1930 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 3 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
| Wearing surface: | Gravel [8] |
Latest Available Inspection: June 2017
| Good/Fair/Poor Condition: | Poor |
| Status: | Posted for load [P] |
| Average daily traffic: | 15 [as of 2015] |
| Truck traffic: | 2% of total traffic |
| Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Deck geometry appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| Roadway alignment appraisal: | Better than present minimum criteria [7] |
| 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: | Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 43.5 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $250,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| June 2017 | Poor | 4 out of 10 | 15 | 43.5 |
| August 2015 | Poor | 4 out of 10 | 15 | 43.5 |
| August 2013 | Poor | 4 out of 10 | 15 | 43.5 |
| September 2011 | Poor | 4 out of 10 | 15 | 43.5 |
| June 2009 | Poor | 4 out of 10 | 15 | 43.5 |
| August 2007 | Poor | 4 out of 10 | 15 | 43.5 |
| September 2005 | Poor | 4 out of 10 | 15 | 43.5 |
| October 2003 | Poor | 4 out of 10 | 15 | 43.5 |
| August 2001 | Poor | 3 out of 10 | 15 | 40.0 |
| August 1999 | Poor | 3 out of 10 | 15 | 40.0 |
| August 1997 | Poor | 3 out of 10 | 15 | 40.0 |
| August 1995 | Poor | 3 out of 10 | 15 | 40.0 |
| August 1993 | Poor | 3 out of 10 | 15 | 40.0 |
| August 1991 | Poor | 3 out of 10 | 15 | 40.0 |
© 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/1492735
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1492735