BRADFORD-BLOOMER over STILLWATER RIVER

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+40.16500, -84.41333
40°09'54" N, 84°24'48" W

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

Name:	BRADFORD-BLOOMER over STILLWATER RIVER
Structure number:	5533589
Location:	0.36 N OF SR185
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	118.1 ft. `[36.0 m]`
Total length:	120.1 ft. `[36.6 m]`
Roadway width between curbs:	20.0 ft. `[6.1 m]`
Deck width edge-to-edge:	20.0 ft. `[6.1 m]`
Vertical clearance above deck:	12.1 ft. `[3.7 m]`
Owner:	County Highway Agency `[02]`
Year built:	1945
Year reconstructed:	1991
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Main span material:	Steel `[3]`
Main span design:	Truss - Thru `[10]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	631 `[as of 2002]`
Truck traffic:	10% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
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:	10.7
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$408,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2013	Fair	Fair	Fair	Fair	631	10.7
February 2012	Fair	Fair	Fair	Fair	631	10.7
August 2010	Poor	Fair	Satisfactory	Poor	631	41.0
February 2010	Poor	Fair	Satisfactory	Poor	631	41.0
February 2009	Poor	Fair	Satisfactory	Poor	631	41.0
March 2007	Poor	Fair	Satisfactory	Poor	631	41.0
February 2005	Poor	Fair	Satisfactory	Poor	631	41.0
January 2003	Poor	Satisfactory	Good	Poor	431	42.3
January 2002	Fair	Satisfactory	Good	Fair	431	52.4
February 2000	Fair	Satisfactory	Good	Fair	431	51.4
February 1999	Fair	Satisfactory	Good	Fair	431	51.4
April 1998	Fair	Good	Good	Fair	431	51.4
March 1997	Fair	Good	Good	Fair	431	51.4
February 1996	Fair	Good	Good	Fair	431	51.4
March 1995	Fair	Good	Very Good	Fair	431	51.4
March 1994	Fair	Very Good	Very Good	Satisfactory	431	62.4
March 1993	Fair	Very Good	Very Good	Satisfactory	431	62.4
April 1992	Fair	Very Good	Very Good	Satisfactory	431	62.4
February 1991	Fair	Excellent	Very Good	Satisfactory	230	64.5