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Amelon Expressway over Route 29 Bypass NBL&SBL

Amherst County, Virginia

Map

Coordinates:
+37.46301, -79.08388
37°27'47" N, 79°05'02" W

Facts

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

Name:	Amelon Expressway over Route 29 Bypass NBL&SBL
Structure number:	000000000025932
Location:	.20-Rt 677/.20-Rt 670
Purpose:	Carries highway over highway
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	137.1 ft. `[41.8 m]`
Total length:	262.2 ft. `[79.9 m]`
Roadway width between curbs:	69.6 ft. `[21.2 m]`
Deck width edge-to-edge:	73.2 ft. `[22.3 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	2004
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:	2
Main spans material:	Steel continuous `[4]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: May 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	4,167 `[as of 2014]`
Truck traffic:	1% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Superior to present desirable criteria `[9]`
Underclearances appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	97.9

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2018	Good	Good	Very Good	Good	4167	97.9
May 2016	Good	Good	Very Good	Good	4167	97.9
May 2014	Good	Good	Very Good	Good	4100	97.9
May 2012	Good	Good	Very Good	Good	4091	97.9
May 2010	Good	Good	Very Good	Good	4091	97.9
May 2008	Good	Good	Very Good	Good	4091	97.9
April 2006	Good	Good	Very Good	Good	6530	96.6
April 2004	Good	Excellent	Excellent	Excellent	6530	96.6

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1584244