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DREMAN AVENUE over WEST FORK CHANNEL

Hamilton County, Ohio

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	DREMAN AVENUE over WEST FORK CHANNEL
Structure number:	3160432
Location:	0.2 MI W OF BEEKMAN ST
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Local (Urban) `[19]`
Length of largest span:	96.1 ft. `[29.3 m]`
Total length:	99.1 ft. `[30.2 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	37.4 ft. `[11.4 m]`
Skew angle:	34°
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1999
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
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: July 2016

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	2,000 `[as of 1997]`
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Excellent `[9 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
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:	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]`
Operating rating:	106.9 tons `[97.2 metric tons]`
Inventory rating:	66.7 tons `[60.6 metric tons]`
Sufficiency rating:	89.2

Previous Inspections

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
July 2016	89.2	Good	Good	Excellent	Very Good	-	2000
November 2015	88.2	Good	Good	Excellent	Very Good	-	2000
May 2015	89.2	Good	Good	Excellent	Very Good	-	2000
March 2014	89.2	Good	Good	Excellent	Very Good	-	2000
January 2013	89.2	Good	Good	Excellent	Very Good	-	2000
May 2011	89.2	Good	Good	Excellent	Very Good	-	2000
May 2010	91.2	Good	Good	Excellent	Excellent	-	2000
April 2009	91.2	Good	Good	Excellent	Excellent	-	2000
April 2008	91.2	Good	Good	Excellent	Excellent	-	2000
June 2007	91.2	Good	Good	Excellent	Excellent	-	2000
August 2006	91.2	Good	Good	Excellent	Excellent	-	2000
March 2005	91.2	Good	Good	Excellent	Excellent	-	2000
October 2002	91.2	Good	Excellent	Excellent	Excellent	-	2000
October 2001	91.2	Good	Excellent	Excellent	Excellent	-	2000
April 2000	91.2	Good	Excellent	Excellent	Excellent	-	2000

© Copyright 2012-18, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1405694