SR-10 E.B. over SAN PABLO RIVER (IWW)

Map

Coordinates:
+30.32333, -81.43917
30°19'24" N, 81°26'21" W

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

Name:	SR-10 E.B. over SAN PABLO RIVER (IWW)
Structure number:	720044
Location:	SR-10 EB/San Pablo River
Purpose:	Carries highway over highway and waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	129.9 ft. `[39.6 m]`
Total length:	2350.2 ft. `[716.3 m]`
Roadway width between curbs:	55.8 ft. `[17.0 m]`
Deck width edge-to-edge:	59.1 ft. `[18.0 m]`
Vertical clearance below bridge:	64.0 ft. `[19.5 m]`
Owner:	State Highway Agency `[01]`
Year built:	1965
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 18 / H 20 `[4]`
Number of main spans:	3
Main spans material:	Steel continuous `[4]`
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:	23,500 `[as of 2014]`
Truck traffic:	2% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Superior to present desirable criteria `[9]`
Underclearances appraisal:	Superior to present desirable criteria `[9]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. `[5]`
Pier/abutment protection:	In place but in a deteriorated condition `[3]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Operating rating:	56.1 tons `[51.0 metric tons]`
Inventory rating:	33.7 tons `[30.6 metric tons]`
Sufficiency rating:	90.3
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$48,000

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
November 2015	90.3	Fair	Good	Satisfactory	Satisfactory	-	23500
November 2013	90.6	Fair	Good	Satisfactory	Satisfactory	-	22750
November 2011	91.5	Fair	Good	Satisfactory	Satisfactory	-	22750
November 2009	91.2	Fair	Good	Satisfactory	Satisfactory	-	23500
November 2007	97.5	Fair	Good	Good	Satisfactory	-	26250
November 2005	97.5	Fair	Good	Good	Satisfactory	-	27250
November 2003	98.4	Fair	Good	Good	Satisfactory	-	29750
December 2001	94.6	Fair	Good	Good	Satisfactory	-	31000
February 2000	63.1	Fair	Good	Good	Satisfactory	-	48500
February 1998	63.1	Fair	Good	Good	Satisfactory	-	55000
January 1996	51.9	Fair	Good	Good	Fair	-	54000
February 1994	60.9	Fair	Good	Good	Satisfactory	-	48444
March 1992	60.9	Fair	Good	Satisfactory	Satisfactory	-	48444
May 1990	60.9	Fair	Good	Satisfactory	Satisfactory	-	46995

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.

Element	Units	Quantity	1. Good	2. Fair	3. Poor	4. Serious
Superstructure
Steel Girder/Beam	linear ft.	2,640	0	2,419	221	0
Steel Protective Coating	sq. ft.	1,000	1,000	0	0	0
Prestressed Concrete Girder/Beam	linear ft.	20,201	20,149	41	11	0
Deck
Reinforced Concrete Deck	sq. ft.	138,797	131,857	6,940	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	118	108	4	6	0
Reinforced Concrete Pile Cap/Footing	linear ft.	305	305	0	0	0
Reinforced Concrete Pile	each	42	29	8	5	0
Reinforced Concrete Pier Cap	linear ft.	1,417	1,406	11	0	0
Joints
Pourable Joint	linear ft.	1,339	945	394	0	0
Open Joint	linear ft.	112	0	112	0	0
Bearings
Movable Bearing	each	236	201	35	0	0
Steel Protective Coating	sq. ft.	1,000	1,000	0	0	0
Fixed Bearing	each	236	205	31	0	0
Steel Protective Coating	sq. ft.	1,000	1,000	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	4,700	4,697	3	0	0