130TH ST over TRIB TO E LOCUST C

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

Map

Coordinates:
+40.54410, -93.14805
40°32'39" N, 93°08'53" W

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

Name:	130TH ST over TRIB TO E LOCUST C
Structure number:	15078
Old structure number:	0840017 086 `(from 1992 edition)`
Location:	S 4 T 66 N R 20 W
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	29.9 ft. `[9.1 m]`
Total length:	29.9 ft. `[9.1 m]`
Roadway width between curbs:	13.5 ft. `[4.1 m]`
Deck width edge-to-edge:	13.5 ft. `[4.1 m]`
Owner:	County Highway Agency `[02]`
Year built:	1915
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:	Wood or Timber `[8]`

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	5 `[as of 2017]`
Truck traffic:	10% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
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:	27.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$173,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2017	Fair	Fair	Satisfactory	Satisfactory	5	27.0
February 2015	Fair	Fair	Satisfactory	Satisfactory	5	31.0
February 2013	Fair	Fair	Satisfactory	Satisfactory	5	31.0
February 2011	Fair	Satisfactory	Satisfactory	Satisfactory	5	32.0
November 2008	Fair	Satisfactory	Satisfactory	Satisfactory	5	32.0
February 2007	Fair	Satisfactory	Satisfactory	Good	5	32.0
February 2005	Fair	Good	Satisfactory	Good	5	32.0
March 2003	Fair	Satisfactory	Satisfactory	Good	5	32.0
January 2001	Fair	Good	Satisfactory	Good	5	32.0
February 1999	Fair	Fair	Satisfactory	Good	5	31.0
January 1991	Good	Very Good	Good	Good	5	31.0