MILL STREET over TURKEY CREEK

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

Map

Coordinates:
+39.05532, -94.63051
39°03'19" N, 94°37'50" W

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

Name:	MILL STREET over TURKEY CREEK
Structure number:	514301050000140
Location:	MILL ST. N. OF SEMINARY
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Collector (Urban) `[17]`
Length of largest span:	49.9 ft. `[15.2 m]`
Total length:	100.1 ft. `[30.5 m]`
Roadway width between curbs:	25.9 ft. `[7.9 m]`
Deck width edge-to-edge:	33.1 ft. `[10.1 m]`
Owner:	County Highway Agency `[02]`
Year built:	1940
Historic significance:	Bridge is possibly eligible for the National Register of Historic Places `[3]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	2
Main spans material:	Concrete continuous `[2]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	1,279 `[as of 1991]`
Truck traffic:	5% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
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 conditions; field review indicates action is required. `[4]`
Sufficiency rating:	49.1
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$709,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2011	Fair	Fair	Fair	Fair	1279	49.1
March 2009	Fair	Fair	Fair	Fair	1279	48.5
March 2007	Fair	Fair	Fair	Fair	1279	47.5
March 2005	Fair	Fair	Fair	Fair	1279	47.5
September 2001	Fair	Fair	Fair	Fair	1279	47.5
October 1999	Fair	Fair	Fair	Fair	1279	47.3
August 1997	Fair	Fair	Fair	Fair	1279	47.5
November 1995	Fair	Fair	Fair	Fair	1279	47.9
November 1993	Poor	Fair	Fair	Poor	1279	32.5
August 1991	Fair	Fair	Fair	Fair	1279	47.9