RS 1118 T-130.5 over STREAM


+38.35425, -96.06097
38°21'15" N, 96°03'39" W


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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairFairFairFair4556.5
April 2015FairFairFairFair4557.5
April 2013FairFairFairFair4559.4
March 2011FairFairFairFair4559.4
June 2009FairFairFairFair4559.4
May 2007FairFairFairFair4559.4
January 2005FairFairFairFair4559.4
January 2003FairFairFairFair4573.8
May 2001FairFairFairFair4573.8
February 1999FairFairFairFair4574.2
June 1997FairFairFairFair4574.2
April 1995FairFairFairFair4573.8
April 1993FairFairFairFair4569.8
March 1991FairFairFairFair8069.8