COLL 7318 over DISMAL RIVER
Map
Coordinates:
+41.82056, -100.1065341°49'14" N, 100°06'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | COLL 7318 over DISMAL RIVER |
Structure number: | C000501705P |
Location: | .2S DUNNING |
Purpose: | Carries highway over waterway |
Route classification: | Minor Collector (Rural) [08] |
Length of largest span: | 39.0 ft. [11.9 m] |
Total length: | 79.1 ft. [24.1 m] |
Roadway width between curbs: | 19.0 ft. [5.8 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Owner: | County Highway Agency [02] |
Year built: | 1976 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Number of main spans: | 2 |
Main spans material: | Wood or timber [7] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Integral Concrete (separate non-modified layer of concrete added to structural deck) [2] |
Latest Available Inspection: September 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 80 [as of 2018] |
Truck traffic: | 5% of total traffic |
Deck condition: | Excellent [9 out of 9] |
Superstructure condition: | Excellent [9 out of 9] |
Substructure condition: | Excellent [9 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
Pier/abutment protection: | In place and functioning [2] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 38.3 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
September 2018 | Good | Excellent | Excellent | Excellent | 80 | 38.3 |
September 2016 | Poor | Poor | Fair | Fair | 80 | 35.3 |
September 2014 | Fair | Fair | Good | Good | 80 | 37.6 |
September 2012 | Fair | Fair | Good | Good | 80 | 38.0 |
October 2010 | Fair | Fair | Good | Good | 80 | 38.0 |
October 2008 | Fair | Fair | Good | Good | 80 | 38.0 |
November 2006 | Fair | Fair | Good | Fair | 80 | 46.2 |
October 2004 | Fair | Fair | Good | Fair | 80 | 46.2 |
November 2002 | Fair | Fair | Good | Fair | 80 | 46.2 |
November 2000 | Fair | Fair | Good | Fair | 80 | 46.1 |
October 1998 | Fair | Satisfactory | Good | Satisfactory | 80 | 54.2 |
September 1996 | Fair | Satisfactory | Good | Good | 80 | 54.2 |
January 1995 | Fair | Satisfactory | Good | Good | 80 | 54.2 |
November 1992 | Fair | Satisfactory | Good | Good | 80 | 54.2 |
November 1990 | Fair | Satisfactory | Good | Good | 80 | 54.2 |