Candlers Mtn Rd over Route 29 Business

Map

Coordinates:
+37.36882, -79.17824
37°22'08" N, 79°10'42" W

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

Name:	Candlers Mtn Rd over Route 29 Business
Structure number:	000000000020547
Location:	.29 Rt 29BP/1.43 Rt 460BP
Purpose:	Carries highway over highway
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	77.1 ft. `[23.5 m]`
Total length:	144.0 ft. `[43.9 m]`
Roadway width between curbs:	80.4 ft. `[24.5 m]`
Deck width edge-to-edge:	86.9 ft. `[26.5 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	22°
Owner:	State Highway Agency `[01]`
Year built:	1959
Year reconstructed:	1983
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]`

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	35,000 `[as of 2017]`
Truck traffic:	4% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Underclearances appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	51.1
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$2,268,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2018	Poor	Fair	Poor	Fair	35000	51.1
September 2017	Poor	Fair	Poor	Fair	39000	50.1
September 2016	Poor	Fair	Poor	Fair	39000	50.1
September 2015	Poor	Satisfactory	Poor	Fair	39000	51.3
September 2014	Poor	Satisfactory	Poor	Fair	20290	56.0
September 2013	Poor	Satisfactory	Poor	Fair	20290	56.0
September 2012	Poor	Satisfactory	Poor	Fair	20290	56.0
September 2011	Poor	Satisfactory	Poor	Fair	20290	57.0
September 2010	Poor	Satisfactory	Poor	Fair	20290	57.0
September 2009	Poor	Satisfactory	Poor	Fair	20290	57.0
August 2008	Poor	Satisfactory	Poor	Fair	19421	57.2
September 2007	Poor	Satisfactory	Poor	Fair	18228	57.5
August 2006	Poor	Satisfactory	Poor	Fair	17819	58.6
May 2005	Poor	Satisfactory	Poor	Fair	17732	63.0
June 2004	Poor	Satisfactory	Poor	Fair	19292	63.0
May 2003	Poor	Satisfactory	Poor	Fair	19396	63.0
June 2002	Poor	Satisfactory	Poor	Fair	9611	63.0
May 2001	Poor	Satisfactory	Poor	Fair	9653	63.0
May 2000	Fair	Satisfactory	Fair	Fair	15410	79.0
September 1998	Poor	Satisfactory	Poor	Fair	15410	64.0
May 1996	Fair	Satisfactory	Fair	Fair	15410	80.0
May 1994	Fair	Satisfactory	Fair	Fair	15410	80.0
April 1992	Fair	Satisfactory	Satisfactory	Fair	15410	80.0
May 1990	Fair	Satisfactory	Satisfactory	Fair	15410	83.0

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.	1,872	1,552	242	78	0
Steel Protective Coating	sq. ft.	16,703	0	16,703	0	0
Deck
Reinforced Concrete Deck	sq. ft.	12,522	12,358	150	14	0
Substructure
Reinforced Concrete Column	each	10	5	3	2	0
Reinforced Concrete Pier Wall	linear ft.	168	11	128	29	0
Reinforced Concrete Abutment	linear ft.	172	134	28	10	0
Reinforced Concrete Pier Cap	linear ft.	184	147	30	7	0
Joints
Compression Joint	linear ft.	340	0	0	340	0
Bearings
Elastomeric Bearing	each	39	0	36	3	0
Fixed Bearing	each	39	0	39	0	0
Steel Protective Coating	sq. ft.	78	0	78	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	288	282	6	0	0
Reinforced Concrete Bridge Rail	linear ft.	288	287	0	1	0