RTE I678 over RTE 907M, RTE 907M, RTE

Map

Coordinates:
+40.75736, -73.85239
40°45'27" N, 73°51'09" W

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

Name:	RTE I678 over RTE 907M, RTE 907M, RTE
Structure number:	000000001075930
Location:	JCT GCP+I678
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	176.8 ft. `[53.9 m]`
Total length:	726.7 ft. `[221.5 m]`
Roadway width between curbs:	41.7 ft. `[12.7 m]`
Deck width edge-to-edge:	44.9 ft. `[13.7 m]`
Vertical clearance below bridge:	14.8 ft. `[4.5 m]`
Skew angle:	6°
Owner:	State Highway Agency `[01]`
Year built:	1963
Year reconstructed:	1994
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	10
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:	Fair
Status:	Open, no restriction `[A]`
Truck traffic:	9% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
Scour condition:	Bridge not over waterway. `[N]`
Operating rating:	49.9 tons `[45.4 metric tons]`
Inventory rating:	29.9 tons `[27.2 metric tons]`
Sufficiency rating:	79.1
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$7,488,000

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
September 2016	79.1	Fair	Good	Fair	Fair	FO	-
November 2014	57.6	Fair	Very Good	Fair	Fair	FO	92583
November 2012	57.6	Fair	Very Good	Fair	Fair	FO	92583
December 2010	38.4	Poor	Very Good	Satisfactory	Poor	SD	92583
December 2009	57.6	Fair	Very Good	Satisfactory	Fair	FO	92583
December 2008	57.6	Fair	Very Good	Satisfactory	Fair	FO	92583
October 2006	69.8	Fair	Very Good	Satisfactory	Satisfactory	FO	92583
October 2004	68.8	Fair	Very Good	Satisfactory	Satisfactory	FO	92583
October 2002	69.8	Fair	Very Good	Satisfactory	Satisfactory	-	92583
October 2000	71.8	Fair	Very Good	Satisfactory	Satisfactory	-	92583
November 1998	73.2	Good	Very Good	Good	Good	-	71469
December 1996	33.6	Poor	Satisfactory	Poor	Poor	-	68857
December 1994	40.1	Poor	Satisfactory	Poor	Poor	SD	68857
October 1992	37.0	Poor	Very Good	Poor	Poor	SD	111874
October 1990	34.0	Poor	Poor	Poor	Poor	SD	111874