SR 3005 over E BR CONOCOCHEAQUE CREEK

Map

Coordinates:
+39.75721, -77.79373
39°45'26" N, 77°47'37" W

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

Name:	SR 3005 over E BR CONOCOCHEAQUE CREEK
Structure number:	000000000017541
Old structure number:	283005006000000 `(from 1992 edition)`
Location:	1.75 MI NW OF WORLEYTOW
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	44.9 ft. `[13.7 m]`
Total length:	192.9 ft. `[58.8 m]`
Roadway width between curbs:	24.3 ft. `[7.4 m]`
Deck width edge-to-edge:	27.6 ft. `[8.4 m]`
Skew angle:	15°
Owner:	State Highway Agency `[01]`
Year built:	1941
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 18 / H 20 `[4]`
Number of main spans:	4
Main spans material:	Concrete `[1]`
Main spans design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	995 `[as of 2017]`
Truck traffic:	1% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Satisfactory `[6 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:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	70.9
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$678,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2018	Fair	Good	Fair	Satisfactory	995	70.9
June 2016	Fair	Good	Fair	Satisfactory	1382	70.5
January 2014	Fair	Good	Fair	Satisfactory	1369	70.5
February 2012	Fair	Good	Fair	Satisfactory	1331	69.5
February 2010	Fair	Good	Fair	Satisfactory	1182	69.7
February 2008	Fair	Good	Fair	Satisfactory	1163	70.7
February 2006	Fair	Good	Fair	Satisfactory	1028	70.9
March 2004	Fair	Good	Fair	Satisfactory	993	70.9
March 2002	Fair	Good	Fair	Satisfactory	972	70.9
May 2000	Fair	Good	Fair	Satisfactory	806	68.1
April 1998	Fair	Fair	Fair	Satisfactory	786	67.1
January 1996	Fair	Fair	Fair	Good	333	74.2
November 1993	Fair	Satisfactory	Fair	Good	319	75.2
January 1992	Fair	Satisfactory	Fair	Good	307	75.2

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Reinforced Concrete Girder/Beam	linear ft.	2,164	2,083	50	31	0
Deck
Reinforced Concrete Deck	sq. ft.	5,332	5,012	320	0	0
Wearing Surfaces	sq. ft.	4,724	4,724	0	0	0
Substructure
Masonry Pier Wall	linear ft.	84	84	0	0	0
Masonry Abutment	linear ft.	120	120	0	0	0
Joints
Other Joint	linear ft.	85	85	0	0	0
Bearings
Enclosed/Concealed Bearing	each	48	0	48	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	388	347	41	0	0