CHURCH LANE over HOSKINS CREEK

Map

Coordinates:
+37.91689, -76.85891
37°55'01" N, 76°51'32" W

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

Name:	CHURCH LANE over HOSKINS CREEK
Structure number:	000000000026186
Location:	0.0M CL TAPPA-1.6M RTE360
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	105.0 ft. `[32.0 m]`
Total length:	655.9 ft. `[199.9 m]`
Roadway width between curbs:	63.0 ft. `[19.2 m]`
Deck width edge-to-edge:	82.0 ft. `[25.0 m]`
Vertical clearance below bridge:	6.6 ft. `[2.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	2003
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	20,775 `[as of 2014]`
Truck traffic:	5% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry 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:	Equal to present desirable criteria `[8]`
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:	75.5

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2018	Good	Good	Very Good	Very Good	20775	75.5
March 2016	Good	Good	Very Good	Very Good	20775	80.4
March 2014	Good	Good	Very Good	Very Good	44000	80.4
March 2012	Good	Good	Very Good	Very Good	22974	83.0
March 2010	Good	Good	Very Good	Very Good	22974	83.0
March 2008	Good	Good	Very Good	Very Good	21348	83.0
March 2006	Good	Good	Very Good	Very Good	21351	83.0
April 2004	Good	Good	Excellent	Excellent	21931	83.0
March 2003	Good	Excellent	Excellent	Excellent	22223	83.0

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.	945	945	0	0	0
Steel Protective Coating	sq. ft.	12,601	12,601	0	0	0
Prestressed Concrete Girder/Beam	linear ft.	4,968	4,968	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	53,793	42,361	11,432	0	0
Substructure
Prestressed Concrete Column	each	104	101	1	2	0
Reinforced Concrete Abutment	linear ft.	127	0	124	3	0
Reinforced Concrete Pier Cap	linear ft.	656	656	0	0	0
Joints
Strip Seal Joint	linear ft.	168	0	168	0	0
Pourable Joint	linear ft.	168	80	0	88	0
Bearings
Elastomeric Bearing	each	45	45	0	0	0
Steel Protective Coating	sq. ft.	135	135	0	0	0
Fixed Bearing	each	117	117	0	0	0
Steel Protective Coating	sq. ft.	234	234	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	1,312	1,256	56	0	0
Reinforced Concrete Bridge Rail	linear ft.	1,312	914	398	0	0