43RD STREET #14 over KANSAS RIVER TRIBUTARY

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

Map

Coordinates:
+39.05071, -94.83934
39°03'03" N, 94°50'22" W

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

Name:	43RD STREET #14 over KANSAS RIVER TRIBUTARY
Structure number:	526350460000014
Location:	1.20E OF K 7 HWY
Purpose:	Carries highway over waterway
Route classification:	Collector (Urban) `[17]`
Length of largest span:	69.9 ft. `[21.3 m]`
Total length:	71.9 ft. `[21.9 m]`
Roadway width between curbs:	14.8 ft. `[4.5 m]`
Deck width edge-to-edge:	16.1 ft. `[4.9 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1920
Historic significance:	Bridge is possibly eligible for the National Register of Historic Places `[3]`
Main span material:	Steel `[3]`
Main span design:	Truss - Thru `[10]`
Deck type:	Concrete Cast-in-Place `[1]`

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	74 `[as of 2007]`
Truck traffic:	6% of total traffic
Deck condition:	Poor `[4 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:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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:	13.6
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$576,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2009	Poor	Poor	Poor	Fair	74	13.6
January 1997	Poor	Poor	Satisfactory	Good	200	47.1
May 1989	Poor	Poor	Fair	Good	200	40.2