SR 358,HADLEY ROAD over OVER SR 79,NB/SB

Map

Coordinates:
+41.38542, -80.15919
41°23'08" N, 80°09'33" W

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

Name:	SR 358,HADLEY ROAD over OVER SR 79,NB/SB
Structure number:	000000000025879
Old structure number:	430358042015780 `(from 1992 edition)`
Location:	NEW VERNON TOWNSHIP
Purpose:	Carries highway over highway
Route classification:	Minor Arterial (Rural) `[06]`
Length of largest span:	76.1 ft. `[23.2 m]`
Total length:	299.9 ft. `[91.4 m]`
Roadway width between curbs:	32.2 ft. `[9.8 m]`
Deck width edge-to-edge:	37.4 ft. `[11.4 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	39°
Owner:	State Highway Agency `[01]`
Year built:	1969
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	3
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	2,654 `[as of 2016]`
Truck traffic:	5% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Underclearances appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	81.9
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$109,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2016	Fair	Satisfactory	Fair	Good	2654	81.9
September 2014	Fair	Satisfactory	Fair	Good	2681	81.9
September 2012	Fair	Satisfactory	Fair	Good	2794	81.8
September 2010	Fair	Satisfactory	Fair	Good	2851	81.8
September 2008	Fair	Satisfactory	Fair	Fair	2851	83.8
September 2006	Fair	Satisfactory	Fair	Fair	3062	80.6
September 2004	Fair	Fair	Fair	Fair	3026	61.8
September 2002	Fair	Fair	Fair	Fair	3294	63.5
October 2000	Fair	Fair	Fair	Fair	3277	63.5
November 1998	Fair	Fair	Fair	Fair	3277	63.5
November 1996	Fair	Fair	Fair	Fair	2962	80.6
September 1994	Poor	Fair	Poor	Fair	3540	61.2
September 1992	Poor	Fair	Poor	Poor	3450	62.3
July 1990	Fair	Satisfactory	Fair	Fair	3422	80.2

Source: National Bridge Elements dataset, 2018 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.	1,919	1,902	11	6	0
Deck
Reinforced Concrete Deck	sq. ft.	11,310	11,310	0	0	0
Wearing Surfaces	sq. ft.	9,651	9,651	0	0	0
Substructure
Reinforced Concrete Column	each	12	7	5	0	0
Reinforced Concrete Abutment	linear ft.	110	107	0	3	0
Reinforced Concrete Pier Cap	linear ft.	204	177	4	23	0
Bearings
Elastomeric Bearing	each	60	60	0	0	0
Bridge Rail
Other Material Bridge Rail	linear ft.	604	604	0	0	0