NW BARWICK DR over W SHEEP CR

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

Map

Coordinates:
+39.71358, -94.11562
39°42'49" N, 94°06'56" W

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

Name:	NW BARWICK DR over W SHEEP CR
Structure number:	13064
Old structure number:	0280008 013 `(from 1992 edition)`
Location:	S 26 T 57 N R 29 W
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	35.1 ft. `[10.7 m]`
Total length:	36.1 ft. `[11.0 m]`
Roadway width between curbs:	15.7 ft. `[4.8 m]`
Deck width edge-to-edge:	16.4 ft. `[5.0 m]`
Owner:	County Highway Agency `[02]`
Year built:	1938
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	M 9 / H 10 `[1]`
Main span material:	Steel `[3]`
Main span design:	Girder and floorbeam system `[03]`
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:	25 `[as of 2016]`
Truck traffic:	10% of total traffic
Deck condition:	Excellent `[9 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Serious `[3 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Deck geometry appraisal:	Equal to present desirable criteria `[8]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. `[5]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	27.2
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$196,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
January 2018	Poor	Excellent	Fair	Serious	25	27.2
February 2016	Poor	Excellent	Fair	Serious	25	27.2
February 2014	Poor	Excellent	Fair	Serious	25	27.2
February 2012	Poor	Fair	Fair	Poor	25	35.2
February 2010	Poor	Fair	Fair	Poor	25	35.2
April 2008	Poor	Fair	Fair	Poor	25	35.2
January 2006	Poor	Fair	Fair	Poor	25	35.2
February 2004	Poor	Fair	Fair	Poor	25	35.2
December 2001	Poor	Fair	Fair	Poor	25	35.2
January 2000	Poor	Fair	Fair	Poor	25	35.2
January 1998	Poor	Fair	Fair	Poor	25	35.2
February 1990	Poor	Fair	Good	Poor	35	30.0