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GEST STREET over MILL CREEK

Map

Coordinates:
+39.10740, -84.54465
39°06'27" N, 84°32'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:GEST STREET over MILL CREEK
Structure number:3161749
Location:0.4 MI W OF DALTON AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:100.1 ft. [30.5 m]
Total length:101.1 ft. [30.8 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:43.3 ft. [13.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1997
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:14,021 [as of 2015]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:77.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018GoodVery GoodVery GoodVery Good1402177.3
May 2017GoodVery GoodVery GoodVery Good1402177.3
July 2016GoodVery GoodVery GoodVery Good1402177.3
November 2015GoodGoodVery GoodVery Good653278.2
April 2015GoodVery GoodVery GoodVery Good653279.2
March 2014GoodVery GoodVery GoodVery Good653279.2
March 2013GoodVery GoodVery GoodVery Good653277.2
May 2011GoodVery GoodVery GoodVery Good653277.2
June 2010GoodVery GoodVery GoodVery Good653279.2
April 2009GoodVery GoodVery GoodVery Good653279.2
April 2008GoodVery GoodVery GoodVery Good653279.2
June 2007GoodVery GoodVery GoodVery Good653279.2
February 2005GoodVery GoodVery GoodVery Good653279.2
January 2003GoodVery GoodVery GoodVery Good653279.2
February 2002GoodVery GoodVery GoodExcellent653279.2
October 1999GoodVery GoodVery GoodExcellent653279.2
October 1998GoodVery GoodVery GoodExcellent653279.2