COUNTY ROAD 129 over TUSCARORA CREEK

Map

Coordinates:
+42.07577, -77.37955
42°04'33" N, 77°22'46" W

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

Name:	COUNTY ROAD 129 over TUSCARORA CREEK
Structure number:	000000003334620
Location:	1.5 MILES E OF WOODHULL
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	99.7 ft. `[30.4 m]`
Total length:	102.0 ft. `[31.1 m]`
Roadway width between curbs:	30.8 ft. `[9.4 m]`
Deck width edge-to-edge:	32.5 ft. `[9.9 m]`
Owner:	County Highway Agency `[02]`
Year built:	1926
Year reconstructed:	1990
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Box beam or girders - Multiple `[05]`
Deck type:	Not applicable `[N]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	295 `[as of 2015]`
Truck traffic:	4% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	96.9
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$1,583,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2017	Fair	Good	Satisfactory	Satisfactory	295	96.9
July 2015	Fair	Good	Satisfactory	Fair	247	85.9
July 2013	Fair	Good	Satisfactory	Fair	247	85.9
June 2012	Fair	Good	Satisfactory	Fair	250	85.9
June 2011	Fair	Good	Satisfactory	Fair	250	85.9
June 2010	Fair	Good	Satisfactory	Fair	247	85.9
May 2009	Fair	Good	Satisfactory	Fair	247	85.9
June 2008	Fair	Good	Satisfactory	Fair	241	85.9
June 2007	Fair	Satisfactory	Satisfactory	Fair	241	85.9
July 2006	Fair	Satisfactory	Satisfactory	Fair	269	85.9
July 2005	Fair	Good	Satisfactory	Fair	269	86.9
August 2004	Fair	Good	Satisfactory	Fair	269	86.9
September 2003	Fair	Good	Satisfactory	Fair	269	87.9
September 2002	Fair	Good	Satisfactory	Fair	279	87.9
September 2001	Fair	Good	Good	Fair	279	87.9
August 1999	Fair	Good	Good	Fair	279	41.3
August 1997	Fair	-	Very Good	Fair	279	41.3
August 1995	Poor	-	Very Good	Poor	279	40.7
August 1993	Poor	-	Very Good	Poor	300	40.6
August 1991	Poor	-	Very Good	Poor	300	40.6

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder	linear ft.	813	700	0	113	0
Deck
Prestressed Concrete Top Flange	sq. ft.	3,313	3,313	0	0	0
Wearing Surfaces	sq. ft.	3,151	3,049	0	102	0
Substructure
Reinforced Concrete Abutment	linear ft.	84	0	0	84	0
Bearings
Elastomeric Bearing	each	16	16	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	203	203	0	0	0
Steel Protective Coating	sq. ft.	1,490	0	642	0	848