Craigs Crk Rd 615 over Mill Creek

Map

Coordinates:
+37.56147, -80.04234
37°33'41" N, 80°02'32" W

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

Name:	Craigs Crk Rd 615 over Mill Creek
Structure number:	000000000005503
Location:	0.37-Rte608;0.62-Rte606
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	32.2 ft. `[9.8 m]`
Total length:	34.1 ft. `[10.4 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	28.9 ft. `[8.8 m]`
Skew angle:	30°
Owner:	State Highway Agency `[01]`
Year built:	1948
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Main span material:	Concrete `[1]`
Main span design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	559 `[as of 2014]`
Truck traffic:	4% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	70.6
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$628,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Fair	Satisfactory	Satisfactory	Good	559	70.6
October 2017	Fair	Satisfactory	Satisfactory	Good	559	70.6
October 2016	Fair	Satisfactory	Satisfactory	Good	559	70.6
October 2015	Fair	Satisfactory	Satisfactory	Good	559	70.6
October 2014	Fair	Satisfactory	Good	Good	570	70.6
October 2013	Good	Good	Good	Good	570	70.6
October 2012	Good	Good	Good	Good	570	70.6
October 2010	Good	Good	Good	Good	570	78.3
October 2008	Good	Good	Good	Good	570	78.3
October 2006	Good	Good	Good	Good	610	81.3
October 2004	Good	Good	Good	Good	527	78.3
October 2002	Good	Good	Good	Good	559	78.3
October 2000	Good	Good	Good	Good	441	78.3
November 1999	Poor	Good	Poor	Poor	441	53.3
October 1998	Fair	Good	Satisfactory	Satisfactory	429	80.5
October 1997	Fair	Good	Satisfactory	Satisfactory	414	80.5
October 1995	Fair	Good	Satisfactory	Satisfactory	429	79.5
November 1994	Fair	Good	Satisfactory	Satisfactory	613	78.2
November 1993	Fair	Good	Fair	Satisfactory	613	67.2
September 1991	Fair	Good	Fair	Fair	349	62.2
August 1990	Fair	Good	Fair	Fair	349	63.2