COUNTY ROUTE 60/12 over I-64 EBL & WBL

Map

Coordinates:
+37.84222, -80.47077
37°50'32" N, 80°28'15" W

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

Name:	COUNTY ROUTE 60/12 over I-64 EBL & WBL
Structure number:	00000000013A125
Location:	1.04 Miles S. of US 60
Purpose:	Carries highway over highway
Route classification:	Local (Rural) `[09]`
Length of largest span:	125.0 ft. `[38.1 m]`
Total length:	255.6 ft. `[77.9 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	32.2 ft. `[9.8 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	12°
Owner:	State Highway Agency `[01]`
Year built:	1968
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
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]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	104 `[as of 2016]`
Truck traffic:	10% 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:	Equal to present minimum criteria `[6]`
Underclearances appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	99.0
Recommended work:	Bridge deck replacement with only incidental widening. `[37]`
Estimated cost of work:	$251,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2018	Good	Good	Good	Good	104	99.0
June 2016	Good	Good	Good	Good	55	99.0
May 2014	Good	Good	Good	Good	100	99.0
May 2012	Good	Good	Good	Very Good	50	99.0
June 2010	Good	Good	Good	Very Good	50	99.0
June 2008	Good	Good	Good	Very Good	40	99.0
May 2006	Good	Good	Good	Very Good	40	99.0
May 2004	Good	Good	Good	Very Good	40	99.0
June 2002	Good	Good	Very Good	Very Good	70	100.0
June 2000	Good	Good	Very Good	Very Good	60	100.0
June 1998	Good	Good	Good	Good	60	100.0
June 1996	Good	Very Good	Good	Very Good	60	100.0
June 1994	Good	Very Good	Good	Very Good	80	100.0
June 1992	Good	Very Good	Good	Very Good	80	99.7
June 1990	Good	Very Good	Good	Very Good	80	99.7