CR 195/HARVEY OWL over WEST FORK WHITE RIVER

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

Map

Coordinates:
+36.05353, -94.08311
36°03'13" N, 94°04'59" W

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

Name:	CR 195/HARVEY OWL over WEST FORK WHITE RIVER
Structure number:	000000000017367
Location:	0.67 NO OF SH 16
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	120.1 ft. `[36.6 m]`
Total length:	173.9 ft. `[53.0 m]`
Roadway width between curbs:	12.1 ft. `[3.7 m]`
Deck width edge-to-edge:	14.1 ft. `[4.3 m]`
Vertical clearance above deck:	10.5 ft. `[3.2 m]`
Owner:	County Highway Agency `[02]`
Year built:	1926
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	M 13.5 / H 15 `[2]`
Main span material:	Steel `[3]`
Main span design:	Truss - Thru `[10]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	45 `[as of 1987]`
Truck traffic:	1% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Poor `[4 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 minimum criteria `[6]`
Roadway alignment appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
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 assessed or calculated scour condition. `[5]`
Sufficiency rating:	14.9
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2012	Poor	Satisfactory	Poor	Fair	45	14.9
November 2011	Poor	Satisfactory	Poor	Fair	45	14.9
November 2010	Poor	Satisfactory	Poor	Fair	45	14.9
October 2009	Poor	Fair	Poor	Poor	45	0.0
November 2008	Poor	Fair	Poor	Poor	45	0.0
December 2007	Poor	Fair	Poor	Poor	45	0.0
January 2007	Poor	Fair	Poor	Poor	45	0.0
February 2006	Poor	Fair	Poor	Poor	45	0.0
March 2005	Poor	Fair	Poor	Poor	45	0.0
February 2003	Poor	Fair	Poor	Poor	45	0.0
March 2002	Poor	Fair	Poor	Poor	45	0.0
January 2001	Poor	Fair	Poor	Poor	45	0.0
March 1999	Poor	Fair	Poor	Poor	45	0.0
March 1998	Poor	Fair	Poor	Poor	45	0.0
March 1996	Poor	Fair	Poor	Poor	45	0.0
March 1995	Poor	Fair	Poor	Poor	45	0.0
January 1994	Poor	Fair	Serious	Poor	45	0.0
February 1993	Poor	Fair	Serious	Fair	45	0.0
February 1991	Poor	Fair	Poor	Satisfactory	45	0.0