SR 1004,PTRLM.CNTR over OVER OIL CREEK

Map

Coordinates:
+41.51681, -79.68275
41°31'01" N, 79°40'58" W

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

Name:	SR 1004,PTRLM.CNTR over OVER OIL CREEK
Structure number:	000000000033770
Old structure number:	601004001001960 `(from 1992 edition)`
Location:	CORNPLANTER TOWNSHIP
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	117.1 ft. `[35.7 m]`
Total length:	238.9 ft. `[72.8 m]`
Roadway width between curbs:	15.4 ft. `[4.7 m]`
Deck width edge-to-edge:	16.1 ft. `[4.9 m]`
Vertical clearance above deck:	17.1 ft. `[5.2 m]`
Owner:	State Highway Agency `[01]`
Year built:	1884
Year reconstructed:	1984
Historic significance:	Bridge is eligible for the National Register of Historic Places `[2]`
Design load:	M 13.5 / H 15 `[2]`
Number of main spans:	2
Main spans material:	Steel `[3]`
Main spans design:	Truss - Thru `[10]`
Deck type:	Open Grating `[3]`

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	76 `[as of 2016]`
Truck traffic:	3% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Serious `[3 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
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 is scour critical; bridge foundations determined to be unstable. `[3]`
Sufficiency rating:	42.9
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$1,517,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2017	Poor	Fair	Serious	Fair	76	42.9
September 2015	Poor	Fair	Serious	Fair	134	34.8
September 2013	Poor	Fair	Serious	Fair	93	38.9
September 2011	Poor	Fair	Serious	Fair	141	33.3
September 2009	Poor	Fair	Serious	Fair	142	33.7
September 2008	Poor	Fair	Serious	Fair	142	33.7
October 2007	Poor	Fair	Poor	Fair	184	42.8
September 2006	Poor	Fair	Poor	Fair	181	23.0
September 2005	Poor	Fair	Poor	Fair	178	23.0
September 2004	Poor	Fair	Poor	Fair	178	23.0
September 2003	Poor	Fair	Poor	Fair	162	23.1
October 2002	Poor	Fair	Poor	Fair	159	23.1
September 2001	Poor	Fair	Poor	Fair	157	23.1
September 2000	Poor	Fair	Poor	Fair	157	23.1
October 1999	Poor	Fair	Poor	Fair	157	17.0
October 1998	Poor	Fair	Poor	Fair	201	22.8
October 1997	Poor	Fair	Poor	Fair	197	22.9
October 1996	Poor	Fair	Poor	Fair	193	22.9
August 1995	Poor	Fair	Poor	Fair	189	23.6
September 1994	Poor	Fair	Poor	Fair	186	23.5
August 1993	Poor	Fair	Poor	Fair	184	21.2
July 1992	Poor	Fair	Poor	Fair	184	21.2
August 1991	Poor	Satisfactory	Poor	Fair	179	21.3

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Stringer	linear ft.	1,154	578	556	20	0
Steel Protective Coating	sq. ft.	21,506	21,506	0	0	0
Steel Truss	linear ft.	462	231	225	6	0
Steel Protective Coating	sq. ft.	21,506	21,506	0	0	0
Steel Floor Beam	linear ft.	202	102	100	0	0
Steel Protective Coating	sq. ft.	21,506	21,506	0	0	0
Substructure
Masonry Pier Wall	linear ft.	39	0	39	0	0
Masonry Abutment	linear ft.	119	50	69	0	0
Deck
Open Grid Deck	sq. ft.	3,740	1,870	1,870	0	0
Steel Protective Coating	sq. ft.	21,506	21,506	0	0	0
Bearings
Movable Bearing	each	4	4	0	0	0
Steel Protective Coating	sq. ft.	21,506	21,506	0	0	0
Fixed Bearing	each	4	4	0	0	0
Steel Protective Coating	sq. ft.	21,506	21,506	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	470	236	234	0	0
Steel Protective Coating	sq. ft.	21,506	21,506	0	0	0