19TH ST. over SALT CREEK

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

Map

Coordinates:
+36.10155, -96.71979
36°06'06" N, 96°43'11" W

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

Name:	19TH ST. over SALT CREEK
Structure number:	011220000000000
Location:	19TH STHARMONY RD .6E
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	84.0 ft. `[25.6 m]`
Total length:	89.9 ft. `[27.4 m]`
Roadway width between curbs:	15.7 ft. `[4.8 m]`
Deck width edge-to-edge:	16.1 ft. `[4.9 m]`
Owner:	County Highway Agency `[02]`
Year built:	1920
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
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:	100 `[as of 2013]`
Truck traffic:	10% of total traffic
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Serious `[3 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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. `[4]`
Sufficiency rating:	23.1
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$238,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2014	Poor	Poor	Serious	Serious	100	23.1
March 2013	Poor	Poor	Poor	Poor	100	23.1
March 2011	Poor	Serious	Serious	Poor	100	21.1
February 2009	Poor	Serious	Poor	Poor	100	21.1
October 2007	Poor	Serious	Poor	Poor	100	21.1
June 2005	Poor	Serious	Critical	Poor	100	21.1
May 2004	Poor	Serious	Critical	Fair	100	21.1
February 2003	Poor	Serious	Critical	Satisfactory	100	21.1
March 2002	Poor	Serious	Critical	Satisfactory	100	21.1
January 2001	Poor	Serious	Critical	Satisfactory	100	21.1
December 1999	Poor	Critical	Critical	Fair	100	21.1
January 1999	Poor	Serious	Imminent Failure	Satisfactory	100	20.0
January 1997	Poor	Critical	Imminent Failure	Fair	100	20.0
January 1996	Poor	Poor	Poor	Satisfactory	100	19.5
December 1994	Poor	Poor	Poor	Fair	100	19.3
January 1994	Poor	Poor	Poor	Satisfactory	100	19.3
December 1991	Poor	Poor	Satisfactory	Satisfactory	100	44.7