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

Map

Coordinates:
+40.75740, -73.85236
40°45'27" N, 73°51'08" 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:	727.1 ft. `[221.6 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:	13.1 ft. `[4.0 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]`
Sufficiency rating:	79.1
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$7,488,000

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

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	1,368	0	1,276	92	0
Steel Protective Coating	sq. ft.	11,910	0	9,930	1,980	0
Steel Stringer	linear ft.	3,006	0	2,803	203	0
Steel Protective Coating	sq. ft.	29,541	0	24,440	5,101	0
Deck
Reinforced Concrete Deck	sq. ft.	32,807	32,640	165	2	0
Wearing Surfaces	sq. ft.	30,564	30,270	292	2	0
Superstructure
Steel Floor Beam	linear ft.	245	0	181	64	0
Steel Protective Coating	sq. ft.	8,381	0	6,138	2,243	0
Substructure
Reinforced Concrete Column	each	18	4	13	1	0
Reinforced Concrete Abutment	linear ft.	120	0	115	5	0
Reinforced Concrete Pier Cap	linear ft.	216	163	51	2	0
Joints
Compression Joint	linear ft.	495	0	0	495	0
Bearings
Elastomeric Bearing	each	78	0	74	4	0
Steel Protective Coating	sq. ft.	78	0	6	12	60
Fixed Bearing	each	30	0	26	4	0
Steel Protective Coating	sq. ft.	30	0	0	0	30
Pot Bearing	each	8	0	8	0	0
Steel Protective Coating	sq. ft.	48	0	36	12	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	1,458	1,377	81	0	0