WALLBERGER ROAD over BUTTERNUT CREEK

Map

Coordinates:
+42.93415, -76.06194
42°56'03" N, 76°03'43" W

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

Name:	WALLBERGER ROAD over BUTTERNUT CREEK
Structure number:	000000003208100
Location:	4.4 MI S JCT SH 1 & SH 81
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	45.9 ft. `[14.0 m]`
Total length:	47.9 ft. `[14.6 m]`
Roadway width between curbs:	10.8 ft. `[3.3 m]`
Deck width edge-to-edge:	12.5 ft. `[3.8 m]`
Owner:	Town or Township Highway Agency `[03]`
Year built:	1928
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:	Wood or Timber `[7]`

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	12 `[as of 2016]`
Truck traffic:	5% of total traffic
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Critical `[2 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Channel protection:	Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. `[4]`
Scour condition:	Bridge is scour critical; field review indicates that extensive scour has occurred at bridge foundations. `[2]`
Sufficiency rating:	12.2
Recommended work:	Bridge deck replacement with only incidental widening. `[37]`
Estimated cost of work:	$226,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2018	Poor	Poor	Fair	Critical	12	12.2
August 2017	Poor	Fair	Fair	Critical	12	12.2
August 2016	Poor	Fair	Fair	Critical	12	12.2
July 2015	Poor	Fair	Fair	Critical	1	16.6
July 2014	Poor	Fair	Fair	Critical	1	16.6
July 2013	Poor	Fair	Fair	Poor	-	17.0
July 2012	Poor	Fair	Fair	Poor	20	9.1
November 2011	Poor	Fair	Fair	Poor	20	9.1
November 2010	Poor	Fair	Fair	Poor	16	10.7
September 2009	Poor	Fair	Fair	Poor	17	10.3
September 2008	Poor	Fair	Fair	Poor	16	10.7
August 2007	Poor	Fair	Fair	Poor	16	10.7
July 2006	Fair	Fair	Fair	Fair	16	24.2
July 2005	Fair	Fair	Fair	Fair	16	55.7
July 2004	Fair	Fair	Fair	Fair	16	55.7
July 2003	Poor	Satisfactory	Satisfactory	Poor	16	47.6
July 2002	Poor	Satisfactory	Satisfactory	Poor	16	47.6
July 2001	Fair	Satisfactory	Satisfactory	Fair	16	58.8
July 2000	Fair	Satisfactory	Satisfactory	Fair	16	58.8
June 1999	Poor	Satisfactory	Serious	Satisfactory	13	32.4
June 1998	Fair	Good	Satisfactory	Good	13	69.8
August 1997	Poor	Good	Serious	Serious	13	32.4
October 1996	Poor	Satisfactory	Serious	Serious	10	34.6
October 1995	Poor	Satisfactory	Serious	Serious	10	31.6
June 1994	Poor	Fair	Serious	Serious	10	31.6
May 1993	Poor	Fair	Serious	Serious	10	31.6
May 1992	Poor	Fair	Serious	Serious	10	31.6
May 1991	Poor	Fair	Serious	Serious	10	31.6

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.	234	0	0	234	0
Steel Protective Coating	sq. ft.	1,662	0	0	1,662	0
Substructure
Reinforced Concrete Abutment	linear ft.	66	0	0	66	0
Deck
Timber Deck	sq. ft.	600	0	0	600	0
Wearing Surfaces	sq. ft.	518	0	0	518	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	96	0	0	96	0
Steel Protective Coating	sq. ft.	90	0	0	90	0