Route 0029 over Garfield Avenue & NS Rwy

Map

Coordinates:
+37.39816, -79.15511
37°23'53" N, 79°09'18" W

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

Name:	Route 0029 over Garfield Avenue & NS Rwy
Structure number:	000000000020531
Location:	.03-Carroll/.10-15th St.
Purpose:	Carries highway over highway and railroad
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	74.2 ft. `[22.6 m]`
Total length:	148.6 ft. `[45.3 m]`
Roadway width between curbs:	69.2 ft. `[21.1 m]`
Deck width edge-to-edge:	75.1 ft. `[22.9 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	5°
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1959
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Number of main spans:	3
Main spans material:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Epoxy Overlay `[5]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	37,916 `[as of 2014]`
Truck traffic:	2% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
Underclearances appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Roadway alignment appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	83.7
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$2,346,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2017	Good	Good	Good	Good	37916	83.7
February 2015	Good	Good	Good	Good	37916	83.7
February 2013	Good	Good	Good	Good	37000	83.9
February 2011	Good	Good	Good	Good	43939	81.9
February 2009	Good	Good	Very Good	Good	43939	81.9
January 2007	Good	Good	Very Good	Very Good	42000	82.5
January 2005	Good	Good	Very Good	Very Good	42000	82.5
February 2003	Good	Very Good	Very Good	Very Good	42000	82.5
February 2001	Good	Very Good	Very Good	Very Good	42000	82.4
January 1999	Good	Very Good	Very Good	Very Good	42000	80.4
January 1997	Good	Excellent	Excellent	Excellent	42000	80.4
January 1995	Good	Excellent	Excellent	Excellent	42000	80.0
December 1993	Poor	Poor	Fair	Poor	40554	30.0
December 1991	Poor	Poor	Fair	Poor	33360	30.0

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.	1,764	1,548	216	0	0
Deck
Reinforced Concrete Deck	sq. ft.	11,050	0	11,050	0	0
Wearing Surfaces	sq. ft.	10,170	10,170	0	0	0
Substructure
Reinforced Concrete Column	each	12	12	0	0	0
Reinforced Concrete Pier Wall	linear ft.	132	0	132	0	0
Reinforced Concrete Abutment	linear ft.	152	151	1	0	0
Reinforced Concrete Pier Cap	linear ft.	156	156	0	0	0
Joints
Pourable Joint	linear ft.	147	0	0	147	0
Compression Joint	linear ft.	304	0	304	0	0
Bearings
Movable Bearing	each	36	0	36	0	0
Steel Protective Coating	sq. ft.	14,628	12,876	1,752	0	0
Fixed Bearing	each	36	0	36	0	0
Steel Protective Coating	sq. ft.	14,628	12,876	1,752	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	588	0	588	0	0