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HARDING RD over VALLEY CK
Map
Coordinates:
+45.50391, -103.83280
45°30'14" N, 103°49'58" W
+45.50391, -103.83280
45°30'14" N, 103°49'58" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | HARDING RD over VALLEY CK |
| Structure number: | 000000032110308 |
| Location: | 6.9E & 3.0S CAMP CROOK |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 14.1 ft. [4.3 m] |
| Total length: | 28.5 ft. [8.7 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 2004 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Number of main spans: | 2 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: June 2016
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 75 [as of 2014] |
| Truck traffic: | 9% of total traffic |
| Structural appraisal: | Equal to present minimum criteria [6] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Superior to present desirable criteria [9] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Culvert condition: | No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 92.3 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| June 2016 | Good | 8 out of 10 | 75 | 92.3 |
| June 2012 | Good | 8 out of 10 | 75 | 99.6 |
| October 2008 | Good | 8 out of 10 | 75 | 99.6 |
| October 2004 | Good | 8 out of 10 | 75 | 99.6 |
| May 2002 | Poor | N out of 10 | 19 | 43.2 |
| May 2000 | Poor | N out of 10 | 19 | 44.2 |
| June 1998 | Fair | N out of 10 | 19 | 62.1 |
| August 1996 | Poor | N out of 10 | 19 | 49.0 |
| October 1994 | Fair | N out of 10 | 19 | 60.7 |
| October 1992 | Fair | N out of 10 | 19 | 57.0 |
| September 1990 | Fair | N out of 10 | 19 | 57.0 |
© 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/1492218
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1492218