DALE AVENUE over TINKER CREEK

Map

Coordinates:
+37.27510, -79.90772
37°16'30" N, 79°54'28" W

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

Name:	DALE AVENUE over TINKER CREEK
Structure number:	000000000021673
Location:	0000ECL-ROAN 0345BEDFO--C
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	37.1 ft. `[11.3 m]`
Total length:	182.1 ft. `[55.5 m]`
Roadway width between curbs:	49.2 ft. `[15.0 m]`
Deck width edge-to-edge:	62.0 ft. `[18.9 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1936
Year reconstructed:	1967
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:	5
Main spans material:	Concrete `[1]`
Main spans design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Latex Concrete or similar additive `[3]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	23,000 `[as of 2017]`
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:	Basically intolerable requiring high priority of corrrective action `[3]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	42.7
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$38,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Good	Good	Good	Good	23000	42.7
October 2016	Fair	Satisfactory	Satisfactory	Fair	23753	76.7
October 2014	Fair	Satisfactory	Satisfactory	Fair	27000	76.2
October 2012	Fair	Satisfactory	Satisfactory	Fair	27000	76.2
June 2011	Fair	Satisfactory	Satisfactory	Fair	26000	76.3
June 2010	Fair	Satisfactory	Satisfactory	Fair	27157	54.4
June 2009	Fair	Satisfactory	Satisfactory	Fair	27157	54.4
June 2008	Fair	Satisfactory	Satisfactory	Fair	26489	53.7
June 2007	Fair	Satisfactory	Satisfactory	Fair	26208	54.8
August 2006	Fair	Satisfactory	Satisfactory	Fair	25294	55.1
August 2005	Fair	Satisfactory	Satisfactory	Fair	25725	57.0
August 2004	Fair	Satisfactory	Satisfactory	Fair	25714	57.0
September 2003	Fair	Satisfactory	Satisfactory	Fair	25676	57.0
September 2002	Fair	Good	Satisfactory	Satisfactory	28443	68.8
September 2001	Fair	Good	Satisfactory	Satisfactory	28443	68.8
September 2000	Fair	Good	Satisfactory	Satisfactory	28443	68.8
August 1999	Fair	Good	Satisfactory	Satisfactory	28443	68.8
September 1998	Fair	Good	Satisfactory	Satisfactory	28443	68.8
October 1997	Fair	Satisfactory	Good	Satisfactory	28443	68.8
August 1996	Fair	Satisfactory	Good	Fair	28443	53.9
September 1995	Fair	Satisfactory	Good	Satisfactory	15890	71.0
September 1994	Fair	Satisfactory	Good	Satisfactory	15890	71.0
October 1993	Fair	Satisfactory	Good	Satisfactory	15890	71.0
October 1992	Fair	Satisfactory	Good	Satisfactory	15890	71.0
October 1991	Fair	Satisfactory	Good	Satisfactory	15890	71.0