RS 1118 T-130.5 over STREAM
Map
Coordinates:
+38.35425, -96.0609738°21'15" N, 96°03'39" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RS 1118 T-130.5 over STREAM |
Structure number: | 000000000560490 |
Location: | 3.0N 5.5W OF HARTFORD |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 15.1 ft. [4.6 m] |
Total length: | 29.9 ft. [9.1 m] |
Roadway width between curbs: | 20.0 ft. [6.1 m] |
Deck width edge-to-edge: | 23.0 ft. [7.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1926 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Design load: | MS 18 / HS 20 [5] |
Number of main spans: | 2 |
Main spans material: | Concrete continuous [2] |
Main spans design: | Slab [01] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: March 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 45 [as of 2007] |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
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] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 56.5 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $55,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2017 | Fair | Fair | Fair | Fair | 45 | 56.5 |
April 2015 | Fair | Fair | Fair | Fair | 45 | 57.5 |
April 2013 | Fair | Fair | Fair | Fair | 45 | 59.4 |
March 2011 | Fair | Fair | Fair | Fair | 45 | 59.4 |
June 2009 | Fair | Fair | Fair | Fair | 45 | 59.4 |
May 2007 | Fair | Fair | Fair | Fair | 45 | 59.4 |
January 2005 | Fair | Fair | Fair | Fair | 45 | 59.4 |
January 2003 | Fair | Fair | Fair | Fair | 45 | 73.8 |
May 2001 | Fair | Fair | Fair | Fair | 45 | 73.8 |
February 1999 | Fair | Fair | Fair | Fair | 45 | 74.2 |
June 1997 | Fair | Fair | Fair | Fair | 45 | 74.2 |
April 1995 | Fair | Fair | Fair | Fair | 45 | 73.8 |
April 1993 | Fair | Fair | Fair | Fair | 45 | 69.8 |
March 1991 | Fair | Fair | Fair | Fair | 80 | 69.8 |