E0110 over DRY CREEK

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

Map

Coordinates:
+36.85485, -97.29221
36°51'17" N, 97°17'32" W

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

Name:	E0110 over DRY CREEK
Structure number:	072700000000000
Location:	2S OF SUMPTER
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	47.9 ft. `[14.6 m]`
Total length:	78.4 ft. `[23.9 m]`
Roadway width between curbs:	16.1 ft. `[4.9 m]`
Deck width edge-to-edge:	16.1 ft. `[4.9 m]`
Owner:	County Highway Agency `[02]`
Year built:	1902
Historic significance:	Bridge is eligible for the National Register of Historic Places `[2]`
Main span material:	Steel `[3]`
Main span design:	Truss - Thru `[10]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Wood or Timber `[7]`

Good/Fair/Poor Condition:	Poor
Status:	Bridge closed to all traffic `[K]`
Average daily traffic:	25 `[as of 2010]`
Truck traffic:	10% of total traffic
Deck condition:	Critical `[2 out of 9]`
Superstructure condition:	Critical `[2 out of 9]`
Substructure condition:	Critical `[2 out of 9]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	24.5
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$445,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2011	Poor	Critical	Critical	Critical	25	24.5
June 2010	Poor	Fair	Critical	Poor	25	27.5
November 2009	Poor	Fair	Critical	Poor	25	27.5
July 2007	Poor	Fair	Critical	Poor	25	27.5
June 2006	Poor	Fair	Critical	Poor	25	27.5
December 2004	Poor	Fair	Critical	Poor	25	27.5
November 2002	Poor	Fair	Critical	Fair	25	27.5
November 2000	Poor	Satisfactory	Critical	Fair	100	28.4
December 1999	Poor	Good	Serious	Fair	100	28.4
November 1998	Poor	Satisfactory	Critical	Fair	100	28.4
October 1996	Poor	Very Good	Poor	Satisfactory	100	28.4
November 1995	Poor	Good	Serious	Fair	100	28.4
November 1994	Poor	Good	Serious	Fair	100	24.2
November 1993	Poor	Fair	Serious	Poor	100	27.3
December 1992	Poor	Poor	Serious	Poor	100	26.3