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

Map

Coordinates:
+41.38875, -80.15850
41°23'19" N, 80°09'31" 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:	16.4 ft. `[5.0 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]`
Operating rating:	69.9 tons `[63.5 metric tons]`
Inventory rating:	42.9 tons `[39.0 metric tons]`
Sufficiency rating:	81.9
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$109,000

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

Source: National Bridge Elements dataset, 2016 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	180	1	23	0
Bearings
Elastomeric Bearing	each	60	60	0	0	0
Bridge Rail
Other Material Bridge Rail	linear ft.	604	604	0	0	0