SR 1029 over RAYSTOWN BR.JUNIATA RIV.

Map

Coordinates:
+40.00743, -78.38009
40°00'27" N, 78°22'48" W

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

Name:	SR 1029 over RAYSTOWN BR.JUNIATA RIV.
Structure number:	000000000004215
Old structure number:	051029001002020 `(from 1992 edition)`
Location:	Everett
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	103.0 ft. `[31.4 m]`
Total length:	212.9 ft. `[64.9 m]`
Roadway width between curbs:	22.6 ft. `[6.9 m]`
Deck width edge-to-edge:	24.0 ft. `[7.3 m]`
Owner:	State Highway Agency `[01]`
Year built:	1937
Year reconstructed:	2014
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 18 / H 20 `[4]`
Number of main spans:	2
Main spans material:	Steel `[3]`
Main spans design:	Truss - Thru `[10]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Latex Concrete or similar additive `[3]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	8,792 `[as of 2017]`
Truck traffic:	5% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
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 foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	57.0
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$171,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Fair	Good	Fair	Satisfactory	8792	57.0
September 2015	Fair	Good	Satisfactory	Satisfactory	8909	68.2
October 2013	Fair	Good	Satisfactory	Satisfactory	8909	68.0
September 2012	Poor	Fair	Poor	Fair	4390	45.5
January 2012	Fair	Fair	Fair	Fair	4390	61.7
May 2010	Fair	Fair	Fair	Fair	4416	61.7
August 2008	Fair	Satisfactory	Fair	Fair	4405	62.7
January 2007	Fair	Satisfactory	Fair	Fair	6623	55.2
July 2005	Fair	Satisfactory	Fair	Fair	6525	54.4
March 2005	Fair	Satisfactory	Fair	Fair	6410	54.4
November 2003	Fair	Good	Fair	Satisfactory	6410	63.3
November 2001	Fair	Good	Fair	Satisfactory	5179	63.5
November 1999	Fair	Very Good	Fair	Good	5077	63.3
January 1998	Fair	Very Good	Fair	Good	5177	63.3
March 1996	Good	Very Good	Very Good	Very Good	4985	74.5
March 1994	Good	Very Good	Very Good	Very Good	4810	74.5
March 1992	Good	Very Good	Very Good	Very Good	4810	74.5
May 1990	Good	Very Good	Very Good	Very Good	4649	74.5

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.	1,232	1,232	0	0	0
Steel Protective Coating	sq. ft.	21,506	21,506	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	5,136	5,136	0	0	0
Superstructure
Steel Floor Beam	linear ft.	416	416	0	0	0
Steel Protective Coating	sq. ft.	21,506	21,506	0	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	36	36	0	0	0
Reinforced Concrete Abutment	linear ft.	62	62	0	0	0
Joints
Strip Seal Joint	linear ft.	72	72	0	0	0
Bearings
Movable Bearing	each	8	8	0	0	0
Steel Protective Coating	sq. ft.	21,506	21,506	0	0	0
Bridge Rail
Other Material Bridge Rail	linear ft.	428	428	0	0	0