US-17 NB (SR-15) over ORTEGA RIVER & RD.

Map

Coordinates:
+30.27377, -81.71644
30°16'26" N, 81°42'59" W

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

Name:	US-17 NB (SR-15) over ORTEGA RIVER & RD.
Structure number:	720053
Location:	US-17 NB / ORTEGA RIVER
Purpose:	Carries highway and pedestrian walkway over highway and waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	97.1 ft. `[29.6 m]`
Total length:	1491.2 ft. `[454.5 m]`
Roadway width between curbs:	42.0 ft. `[12.8 m]`
Deck width edge-to-edge:	50.5 ft. `[15.4 m]`
Vertical clearance below bridge:	42.7 ft. `[13.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1972
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:	19
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	22,000 `[as of 2017]`
Truck traffic:	3% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Satisfactory `[6 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]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Pier/abutment protection:	In place but in a deteriorated condition `[3]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	77.6

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2018	Fair	Good	Good	Satisfactory	22000	77.6
June 2016	Fair	Good	Good	Fair	20000	66.5
June 2014	Fair	Good	Good	Fair	21750	66.4
June 2012	Fair	Good	Good	Fair	20500	66.5
June 2010	Fair	Good	Good	Fair	21250	66.5
June 2008	Fair	Good	Good	Fair	21000	66.5
June 2006	Fair	Good	Good	Fair	24000	68.3
June 2004	Fair	Good	Good	Fair	23750	68.3
June 2002	Fair	Good	Good	Satisfactory	22750	79.6
June 2000	Good	Good	Good	Good	23000	79.6
June 1998	Good	Good	Good	Good	19500	79.8
June 1996	Good	Good	Very Good	Good	20750	76.5
June 1994	Good	Good	Very Good	Good	20910	76.0
June 1992	Good	Good	Very Good	Good	14218	76.6
May 1990	Good	Good	Very Good	Good	18780	76.2

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Girder/Beam	linear ft.	10,438	10,424	10	4	0
Deck
Reinforced Concrete Deck	sq. ft.	75,345	75,142	200	3	0
Substructure
Reinforced Concrete Column	each	18	18	0	0	0
Reinforced Concrete Abutment	linear ft.	102	99	2	1	0
Reinforced Concrete Pile Cap/Footing	linear ft.	261	20	101	140	0
Reinforced Concrete Pier Cap	linear ft.	902	901	1	0	0
Joints
Pourable Joint	linear ft.	1,011	880	113	18	0
Bearings
Movable Bearing	each	133	123	9	1	0
Steel Protective Coating	sq. ft.	222	222	0	0	0
Fixed Bearing	each	133	132	1	0	0
Steel Protective Coating	sq. ft.	222	221	0	1	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	1,491	1,491	0	0	0
Steel Protective Coating	sq. ft.	7,455	7,455	0	0	0
Reinforced Concrete Bridge Rail	linear ft.	1,491	1,412	77	2	0
Other Material Bridge Rail	linear ft.	2,982	2,871	109	2	0