SR 3003 over OVER COLD RUN

Map

Coordinates:
+40.88724, -77.14060
40°53'14" N, 77°08'26" W

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

Name:	SR 3003 over OVER COLD RUN
Structure number:	000000000033545
Old structure number:	593003001026560 `(from 1992 edition)`
Location:	VILLAGE OF MILLMONT
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	32.2 ft. `[9.8 m]`
Total length:	32.2 ft. `[9.8 m]`
Roadway width between curbs:	24.3 ft. `[7.4 m]`
Deck width edge-to-edge:	25.9 ft. `[7.9 m]`
Skew angle:	30°
Owner:	State Highway Agency `[01]`
Year built:	1932
Year reconstructed:	2006
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	341 `[as of 2018]`
Truck traffic:	8% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. `[5]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. `[4]`
Sufficiency rating:	76.9
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2018	Fair	Good	Satisfactory	Fair	341	76.9
May 2016	Fair	Very Good	Satisfactory	Fair	340	76.9
May 2014	Fair	Very Good	Satisfactory	Fair	318	76.9
May 2012	Fair	Very Good	Satisfactory	Fair	326	67.5
May 2010	Fair	Very Good	Good	Fair	328	67.0
May 2008	Fair	Very Good	Good	Fair	410	67.0
August 2006	Fair	Very Good	Good	Fair	399	79.4
May 2005	Fair	Fair	Fair	Fair	399	65.7
May 2004	Fair	Fair	Fair	Fair	392	65.7
May 2003	Fair	Fair	Fair	Fair	386	64.7
May 2002	Fair	Fair	Fair	Fair	379	64.7
May 2001	Fair	Fair	Fair	Fair	375	64.7
May 2000	Fair	Fair	Fair	Fair	375	64.7
May 1999	Fair	Fair	Fair	Fair	375	69.7
May 1998	Fair	Fair	Fair	Fair	543	68.6
May 1997	Fair	Fair	Fair	Fair	532	68.6
May 1996	Fair	Fair	Fair	Fair	522	68.6
May 1995	Fair	Fair	Fair	Fair	512	68.7
May 1994	Fair	Fair	Fair	Fair	504	68.7
May 1993	Fair	Fair	Fair	Fair	497	68.7
May 1992	Fair	Fair	Fair	Fair	497	68.7
May 1991	Fair	Fair	Fair	Fair	481	72.8

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	221	167	40	14	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0
Substructure
Masonry Abutment	linear ft.	93	63	10	20	0
Deck
Timber Deck	sq. ft.	794	0	794	0	0
Wearing Surfaces	sq. ft.	794	794	0	0	0
Bearings
Movable Bearing	each	7	4	3	0	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0
Fixed Bearing	each	7	7	0	0	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	76	61	15	0	0
Steel Protective Coating	sq. ft.	10,753	10,753	0	0	0