ROY L. WEBRHWY/220 over RT220 BUS & FRANKLIN RD

Map

Coordinates:
+37.25822, -79.94731
37°15'30" N, 79°56'50" W

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

Name:	ROY L. WEBRHWY/220 over RT220 BUS & FRANKLIN RD
Structure number:	000000000021711
Location:	0.90-RTE24E; 2.64-RTE419
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	81.0 ft. `[24.7 m]`
Total length:	202.4 ft. `[61.7 m]`
Roadway width between curbs:	91.9 ft. `[28.0 m]`
Deck width edge-to-edge:	98.1 ft. `[29.9 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	21°
Owner:	State Highway Agency `[01]`
Year built:	1973
Year reconstructed:	1995
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Number of main spans:	4
Main spans material:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Latex Concrete or similar additive `[3]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	70,741 `[as of 2014]`
Truck traffic:	12% 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:	Equal to present minimum criteria `[6]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	77.0
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$19,477,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2017	Fair	Satisfactory	Satisfactory	Fair	70741	77.0
November 2015	Fair	Satisfactory	Satisfactory	Fair	70741	77.0
November 2013	Fair	Good	Satisfactory	Fair	57947	78.4
November 2011	Fair	Good	Satisfactory	Fair	57947	78.4
November 2009	Fair	Good	Satisfactory	Fair	57947	78.4
December 2007	Fair	Good	Satisfactory	Fair	65081	77.6
November 2005	Fair	Good	Satisfactory	Fair	64782	77.6
December 2003	Fair	Good	Satisfactory	Fair	66474	77.4
November 2001	Fair	Good	Satisfactory	Fair	61283	78.0
December 1999	Fair	Good	Satisfactory	Fair	52000	77.1
January 1998	Fair	Good	Satisfactory	Fair	64000	75.7
November 1995	Fair	Good	Satisfactory	Fair	56330	77.9
November 1993	Fair	Good	Satisfactory	Fair	56330	77.9
November 1991	-	-	-	-	56330	89.6

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.	2,451	2,196	250	5	0
Steel Protective Coating	sq. ft.	20,510	0	18,360	2,100	50
Deck
Reinforced Concrete Deck	sq. ft.	19,845	19,712	123	10	0
Wearing Surfaces	sq. ft.	18,614	18,409	205	0	0
Substructure
Reinforced Concrete Column	each	18	10	8	0	0
Reinforced Concrete Abutment	linear ft.	210	188	22	0	0
Reinforced Concrete Pier Cap	linear ft.	308	51	257	0	0
Joints
Pourable Joint	linear ft.	710	710	0	0	0
Bearings
Movable Bearing	each	48	24	24	0	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0
Fixed Bearing	each	48	24	24	0	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	390	389	0	1	0
Reinforced Concrete Bridge Rail	linear ft.	602	526	75	1	0