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CR275C HAMILTON RD over RUSH CREEK

Map

Coordinates:
+40.47676, -83.32860
40°28'36" N, 83°19'43" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR275C HAMILTON RD over RUSH CREEK
Structure number:8036128
Location:0.3 MI. S. OF SR 739
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:49.9 ft. [15.2 m]
Total length:101.1 ft. [30.8 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Skew angle:
Owner:County Highway Agency [02]
Year built:1993
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:658 [as of 2015]
Truck traffic:7% 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:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:88.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018GoodExcellentExcellentExcellent65888.8
September 2017GoodExcellentExcellentExcellent65888.8
September 2016GoodExcellentExcellentExcellent65888.8
October 2015GoodExcellentExcellentExcellent16594.5
October 2014GoodExcellentExcellentExcellent16594.5
November 2013GoodExcellentExcellentExcellent16594.5
November 2012GoodExcellentExcellentExcellent16594.5
September 2011GoodExcellentExcellentExcellent16594.5
February 2010GoodExcellentExcellentExcellent16594.5
January 2009GoodExcellentExcellentExcellent16584.3
January 2006GoodExcellentExcellentExcellent16584.3
January 2005GoodExcellentExcellentExcellent16584.3
February 2004GoodExcellentExcellentExcellent16584.3
December 2002GoodExcellentExcellentExcellent16584.3
February 2002GoodExcellentExcellentExcellent16584.3
October 1999GoodExcellentExcellentExcellent16584.3
November 1997GoodExcellentExcellentExcellent16584.3
November 1996GoodExcellentExcellentExcellent16584.3
November 1995GoodExcellentExcellentExcellent16594.0
December 1994GoodExcellentExcellentExcellent16594.0
December 1993GoodExcellentExcellentExcellent16594.0