SR 358,HADLEY ROAD over OVER SR 79,NB/SB
Map
Coordinates:
+41.38542, -80.1591941°23'08" N, 80°09'33" 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: | 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] |
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] |
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
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 |
Element Data
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 |