CR623(ROOSEVELT B) over SVC RDS,CROOK HORN THORO

Map

Coordinates:
+39.25400, -74.63036
39°15'14" N, 74°37'49" W

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

Name:	CR623(ROOSEVELT B) over SVC RDS,CROOK HORN THORO
Structure number:	0500004
Location:	0.6MI SW OF BAY AVE INTER
Purpose:	Carries highway over highway and waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	92.9 ft. `[28.3 m]`
Total length:	1628.0 ft. `[496.2 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	35.1 ft. `[10.7 m]`
Vertical clearance below bridge:	32.8 ft. `[10.0 m]`
Owner:	County Highway Agency `[02]`
Year built:	1962
Year reconstructed:	2004
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Steel `[3]`
Main span design:	Girder and floorbeam system `[03]`
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:	17,426 `[as of 2016]`
Truck traffic:	4% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 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:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Pier/abutment protection:	In place and functioning `[2]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	40.8

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2018	Fair	Satisfactory	Satisfactory	Fair	17426	40.8
August 2016	Fair	Satisfactory	Good	Fair	19465	40.8
August 2014	Fair	Satisfactory	Good	Fair	19085	49.0
September 2012	Fair	Satisfactory	Good	Good	18710	59.0
September 2010	Fair	Satisfactory	Good	Good	18345	59.0
June 2008	Fair	Satisfactory	Good	Good	18470	59.0
March 2006	Fair	Satisfactory	Good	Good	16820	59.0
February 2004	Fair	Satisfactory	Fair	Satisfactory	29200	49.0
October 2001	Fair	Satisfactory	Fair	Satisfactory	28900	48.7
October 1999	Fair	Satisfactory	Fair	Satisfactory	28900	48.7
April 1997	Fair	Satisfactory	Satisfactory	Satisfactory	28040	64.0
November 1994	Fair	Fair	Satisfactory	Satisfactory	26700	61.6
October 1992	Fair	Fair	Satisfactory	Satisfactory	26700	61.6
September 1990	Fair	Satisfactory	Satisfactory	Satisfactory	25000	64.6

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	188	158	30	0	0
Steel Protective Coating	sq. ft.	4,112	4,110	2	0	0
Prestressed Concrete Girder/Beam	linear ft.	9,330	9,248	76	6	0
Steel Stringer	linear ft.	470	445	0	25	0
Steel Protective Coating	sq. ft.	2,023	2,022	1	0	0
Deck
Reinforced Concrete Deck	sq. ft.	56,980	46,752	10,224	4	0
Superstructure
Steel Floor Beam	linear ft.	243	183	4	56	0
Steel Protective Coating	sq. ft.	2,115	2,114	1	0	0
Substructure
Reinforced Concrete Column	each	45	34	10	1	0
Timber Column	each	169	168	1	0	0
Reinforced Concrete Pier Wall	linear ft.	175	174	0	1	0
Reinforced Concrete Abutment	linear ft.	134	134	0	0	0
Reinforced Concrete Pier Cap	linear ft.	1,059	1,034	25	0	0
Joints
Compression Joint	linear ft.	1,115	0	1,115	0	0
Bearings
Elastomeric Bearing	each	84	84	0	0	0
Movable Bearing	each	92	92	0	0	0
Fixed Bearing	each	176	176	0	0	0
Pot Bearing	each	16	16	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	3,257	3,111	0	3	143