GREENFIELD ROAD over CSX RR & FULLERTON RD

Map

Coordinates:
+42.37981, -83.19804
42°22'47" N, 83°11'53" W

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

Name:	GREENFIELD ROAD over CSX RR & FULLERTON RD
Structure number:	000000000012206
Old structure number:	82200190000R010 `(from 1992 edition)`
Location:	DETROIT N/I-96
Purpose:	Carries highway and pedestrian walkway over highway and railroad
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	73.8 ft. `[22.5 m]`
Total length:	545.6 ft. `[166.3 m]`
Roadway width between curbs:	81.0 ft. `[24.7 m]`
Deck width edge-to-edge:	103.0 ft. `[31.4 m]`
Vertical clearance below bridge:	24.6 ft. `[7.5 m]`
Owner:	County Highway Agency `[02]`
Year built:	1970
Year reconstructed:	1993
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Number of main spans:	8
Main spans material:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Integral Concrete (separate non-modified layer of concrete added to structural deck) `[2]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	42,086 `[as of 2001]`
Truck traffic:	5% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Underclearances appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Operating rating:	73.0 tons `[66.4 metric tons]`
Inventory rating:	43.9 tons `[39.9 metric tons]`
Sufficiency rating:	66.3

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
June 2016	66.3	Good	Good	Good	Good	FO	42086
June 2014	66.3	Good	Good	Good	Good	FO	42086
June 2012	66.3	Good	Good	Good	Good	FO	42086
June 2010	66.3	Good	Good	Good	Very Good	FO	42086
April 2008	66.3	Good	Good	Good	Very Good	FO	42086
April 2006	66.3	Good	Good	Very Good	Very Good	FO	42086
April 2004	7.0	Poor	Good	Satisfactory	Imminent Failure	SD	42086
May 2001	66.3	Good	Good	Very Good	Very Good	FO	42086
September 1999	69.5	Good	Good	Very Good	Very Good	-	31458
May 1998	69.5	Good	Good	Very Good	Very Good	-	31458
December 1996	67.3	Good	Good	Very Good	Very Good	-	38856
July 1995	67.7	Good	Good	Very Good	Very Good	-	38856
May 1994	68.2	Good	Good	Very Good	Very Good	-	37369
April 1992	6.0	Poor	Fair	Serious	Critical	SD	31369
July 1990	71.2	Fair	Satisfactory	Satisfactory	Good	-	26813