N. AMELIA AVE over NS RAILWAY

Map

Coordinates:
+37.07835, -78.00957
37°04'42" N, 78°00'34" W

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

Name:	N. AMELIA AVE over NS RAILWAY
Structure number:	000000000022419
Location:	.05 FR.460 & .05 FALLS ST
Purpose:	Carries highway and pedestrian walkway over railroad
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	48.9 ft. `[14.9 m]`
Total length:	132.2 ft. `[40.3 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	34.1 ft. `[10.4 m]`
Vertical clearance below bridge:	19.7 ft. `[6.0 m]`
Owner:	Town or Township Highway Agency `[03]`
Year built:	1965
Year reconstructed:	2014
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:	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:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	1,400 `[as of 2017]`
Truck traffic:	1% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Underclearances appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	80.8
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$1,584,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2018	Good	Very Good	Very Good	Very Good	1400	80.8
November 2016	Good	Excellent	Excellent	Excellent	592	86.9
November 2014	Good	Excellent	Excellent	Excellent	1231	80.9
August 2013	Poor	Poor	Fair	Fair	1231	68.8
August 2012	Poor	Poor	Fair	Fair	1231	67.8
August 2011	Poor	Poor	Fair	Fair	1231	67.8
August 2010	Poor	Poor	Fair	Fair	1231	67.8
August 2009	Poor	Poor	Fair	Satisfactory	500	73.9
August 2008	Poor	Poor	Fair	Satisfactory	500	73.9
December 2007	Poor	Poor	Fair	Satisfactory	500	73.9
February 2007	Poor	Poor	Fair	Satisfactory	500	71.9
November 2005	Poor	Poor	Fair	Satisfactory	500	73.9
August 2004	Poor	Poor	Satisfactory	Fair	500	70.8
May 2003	Fair	Fair	Satisfactory	Satisfactory	500	83.8
May 2001	Fair	Fair	Satisfactory	Satisfactory	500	81.8
May 1999	Fair	Fair	Satisfactory	Satisfactory	500	81.8
May 1997	Fair	Fair	Satisfactory	Satisfactory	500	81.8
May 1995	Fair	Satisfactory	Satisfactory	Satisfactory	500	81.8
May 1993	Good	Good	Very Good	Good	500	81.8
June 1991	Good	Good	Very Good	Good	500	81.8