CROUSE ROAD over N ORE CREEK

Map

Coordinates:
+42.65500, -83.75630
42°39'18" N, 83°45'23" W

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

Name:	CROUSE ROAD over N ORE CREEK
Structure number:	000000000005873
Old structure number:	47309H00018B010 `(from 1992 edition)`
Location:	SEC 16 HARTLAND TWP
Purpose:	Carries highway over waterway
Route classification:	Collector (Urban) `[17]`
Length of largest span:	56.8 ft. `[17.3 m]`
Total length:	160.8 ft. `[49.0 m]`
Roadway width between curbs:	25.9 ft. `[7.9 m]`
Deck width edge-to-edge:	31.8 ft. `[9.7 m]`
Skew angle:	45°
Owner:	County Highway Agency `[02]`
Year built:	1960
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 13.5 / H 15 `[2]`
Number of main spans:	3
Main spans material:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	6,365 `[as of 2013]`
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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:	72.4

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2017	Fair	Satisfactory	Satisfactory	Satisfactory	6365	72.4
October 2015	Fair	Satisfactory	Satisfactory	Satisfactory	6365	72.4
October 2013	Fair	Satisfactory	Satisfactory	Satisfactory	6365	72.4
October 2011	Fair	Satisfactory	Satisfactory	Satisfactory	5507	45.7
October 2009	Fair	Satisfactory	Satisfactory	Satisfactory	4910	48.3
August 2007	Fair	Good	Satisfactory	Satisfactory	5674	45.6
August 2005	Fair	Good	Good	Satisfactory	4419	47.6
September 2003	Good	Good	Good	Good	4419	48.7
September 1998	Fair	Satisfactory	Good	Very Good	3192	49.8
July 1996	Fair	Satisfactory	Good	Very Good	3152	49.8
September 1994	Fair	Satisfactory	Good	Very Good	520	77.3
May 1993	Fair	Satisfactory	Good	Very Good	520	77.3
June 1991	Good	Very Good	Good	Very Good	520	77.3