RTE I678 over LINDEN PLACE, "U" TURN R

Map

Coordinates:
+40.77113, -73.83322
40°46'16" N, 73°49'60" W

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

Name:	RTE I678 over LINDEN PLACE, "U" TURN R
Structure number:	000000001065181
Location:	.7 MI NE JCT I678 & SH 25
Purpose:	Carries highway over highway
Route classification:	Local (Urban) `[19]`
Length of largest span:	81.0 ft. `[24.7 m]`
Total length:	1108.0 ft. `[337.7 m]`
Roadway width between curbs:	64.0 ft. `[19.5 m]`
Deck width edge-to-edge:	66.6 ft. `[20.3 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	3°
Owner:	State Highway Agency `[01]`
Year built:	1963
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:	11
Main spans material:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Not applicable `[N]`
Wearing surface:	Latex Concrete or similar additive `[3]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	8,434 `[as of 2015]`
Truck traffic:	7% of total traffic
Deck condition:	Satisfactory `[6 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:	Better than present minimum criteria `[7]`
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:	84.5
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$46,071,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Fair	Satisfactory	Fair	Fair	8434	84.5
May 2016	Fair	Satisfactory	Fair	Fair	8444	84.5
May 2015	Fair	Satisfactory	Fair	Fair	70205	82.0
March 2014	Fair	Good	Satisfactory	Satisfactory	137852	93.0
April 2012	Fair	Good	Satisfactory	Satisfactory	137852	93.0
April 2010	Fair	Good	Satisfactory	Good	70205	93.0
April 2008	Fair	Good	Satisfactory	Good	70205	93.0
April 2006	Fair	Good	Satisfactory	Good	68926	93.0
May 2004	Fair	Satisfactory	Satisfactory	Good	137852	93.0
May 2002	Fair	Satisfactory	Satisfactory	Fair	51015	80.3
March 2000	Fair	Satisfactory	Satisfactory	Fair	41882	81.0
April 1998	Poor	Satisfactory	Satisfactory	Poor	52454	65.0
May 1996	Poor	Fair	Fair	Poor	39595	66.0
April 1994	Poor	Fair	Fair	Poor	39595	68.0
July 1992	Poor	Fair	Fair	Poor	44361	67.0
October 1990	Fair	Fair	Fair	Fair	44361	83.0

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder	linear ft.	5,640	5,499	132	9	0
Steel Girder/Beam	linear ft.	7,389	0	7,389	0	0
Steel Protective Coating	sq. ft.	66,555	0	58,099	8,456	0
Deck
Reinforced Concrete Deck	sq. ft.	73,421	55,131	18,290	0	0
Wearing Surfaces	sq. ft.	70,336	65,726	2,900	1,710	0
Substructure
Reinforced Concrete Column	each	18	9	9	0	0
Reinforced Concrete Pier Wall	linear ft.	477	149	324	4	0
Reinforced Concrete Abutment	linear ft.	134	60	71	3	0
Reinforced Concrete Pile	each	20	20	0	0	0
Timber Pile	each	14	14	0	0	0
Prestressed Concrete Pier Cap	linear ft.	67	0	63	4	0
Reinforced Concrete Pier Cap	linear ft.	871	243	619	9	0
Joints
Pourable Joint	linear ft.	1,013	1,013	0	0	0
Bearings
Elastomeric Bearing	each	126	20	99	7	0
Movable Bearing	each	99	0	57	42	0
Steel Protective Coating	sq. ft.	198	0	44	110	44
Fixed Bearing	each	99	5	69	25	0
Steel Protective Coating	sq. ft.	198	0	52	112	34
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	2,212	0	2,212	0	0
Deck
Reinforced Concrete Slab	sq. ft.	804	804	0	0	0
Wearing Surfaces	sq. ft.	768	488	200	80	0