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

Map

Coordinates:
+41.38875, -80.15850
41°23'19" N, 80°09'31" W

Facts

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]

Latest Available Inspection: September 2016

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

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201681.9FairSatisfactoryFairGood-2654
September 201481.9FairSatisfactoryFairGood-2681
September 201281.8FairSatisfactoryFairGood-2794
September 201081.8FairSatisfactoryFairGood-2851
September 200883.8FairSatisfactoryFairFair-2851
September 200680.6FairSatisfactoryFairFair-3062
September 200461.8FairFairFairFairFO3026
September 200263.5FairFairFairFairFO3294
October 200063.5FairFairFairFairFO3277
November 199863.5FairFairFairFairFO3277
November 199680.6FairFairFairFair-2962
September 199461.2PoorFairPoorFairSD3540
September 199262.3PoorFairPoorPoorSD3450
July 199080.2FairSatisfactoryFairFair-3422

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.1,9191,9021160
Deck
Reinforced Concrete Decksq. ft.11,31011,310000
Wearing Surfacessq. ft.9,6519,651000
Substructure
Reinforced Concrete Columneach127500
Reinforced Concrete Abutmentlinear ft.110107030
Reinforced Concrete Pier Caplinear ft.2041801230
Bearings
Elastomeric Bearingeach6060000
Bridge Rail
Other Material Bridge Raillinear ft.604604000