SR 3013,PECAN HILL over T-380,SANDY CREEK

Map

Coordinates:
+41.33500, -79.88680
41°20'06" N, 79°53'12" W

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

Name:	SR 3013,PECAN HILL over T-380,SANDY CREEK
Structure number:	000000000044276
Old structure number:	603013018000000 `(from 1992 edition)`
Location:	VICTORY TOWNSHIP
Purpose:	Carries highway over highway and waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	174.9 ft. `[53.3 m]`
Total length:	441.0 ft. `[134.4 m]`
Roadway width between curbs:	32.5 ft. `[9.9 m]`
Deck width edge-to-edge:	35.8 ft. `[10.9 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	15°
Owner:	State Highway Agency `[01]`
Year built:	2007
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Number of main spans:	3
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:	396 `[as of 2018]`
Truck traffic:	7% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Excellent `[9 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
Underclearances appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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:	97.4

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2018	Good	Very Good	Excellent	Good	396	97.4
September 2016	Good	Very Good	Excellent	Good	466	99.4
September 2014	Good	Very Good	Excellent	Good	474	99.4
September 2012	Good	Very Good	Excellent	Good	470	99.4
September 2010	Good	Very Good	Excellent	Excellent	473	99.4
May 2009	Good	Very Good	Excellent	Excellent	551	99.2
December 2007	Good	Excellent	Excellent	Excellent	549	99.2
September 2004	Poor	Fair	Serious	Poor	585	16.5
October 2003	Poor	Satisfactory	Serious	Poor	576	18.3
October 2002	Poor	Satisfactory	Serious	Poor	566	18.5
October 2001	Poor	Satisfactory	Serious	Poor	560	18.5
October 2000	Poor	Satisfactory	Serious	Poor	560	18.5
August 1999	Poor	Satisfactory	Serious	Poor	517	19.0
October 1998	Poor	Satisfactory	Serious	Poor	506	37.4
October 1997	Poor	Satisfactory	Serious	Poor	496	37.4
October 1996	Poor	Satisfactory	Serious	Poor	486	37.5
August 1995	Poor	Satisfactory	Serious	Poor	486	36.9
October 1994	Poor	Satisfactory	Serious	Poor	443	37.1
October 1993	Poor	Satisfactory	Serious	Poor	438	38.2
August 1992	Poor	Good	Fair	Poor	438	55.0
August 1990	Poor	Satisfactory	Poor	Poor	425	59.2

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.	1,764	1,764	0	0	0
Steel Protective Coating	sq. ft.	32,259	32,259	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	15,730	15,730	0	0	0
Substructure
Reinforced Concrete Column	each	4	4	0	0	0
Reinforced Concrete Abutment	linear ft.	95	95	0	0	0
Reinforced Concrete Pier Cap	linear ft.	68	68	0	0	0
Joints
Strip Seal Joint	linear ft.	72	72	0	0	0
Bearings
Pot Bearing	each	16	16	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	882	882	0	0	0