Share:

SR 846,ORNGVLLE.RD over OVER BIG RUN TRIB

Map

Coordinates:
+41.38401, -80.44109
41°23'02" N, 80°26'28" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 846,ORNGVLLE.RD over OVER BIG RUN TRIB
Structure number:000000000025900
Old structure number:430846021021410 (from 1992 edition)
Location:WEST SALEM TOWNSHIP
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:24.0 ft. [7.3 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:22.6 ft. [6.9 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Owner:State Highway Agency [01]
Year built:1910
Year reconstructed:1984
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:721 [as of 2016]
Truck traffic:13% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 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]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:62.9 tons [57.2 metric tons]
Inventory rating:37.0 tons [33.6 metric tons]
Sufficiency rating:73.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$24,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201673.6FairGoodGoodFair-721
April 201468.2FairGoodGoodFairFO1309
April 201279.3FairGoodGoodSatisfactoryFO1370
April 201080.5FairGoodGoodSatisfactoryFO1135
April 200880.5FairVery GoodVery GoodSatisfactoryFO1135
April 200680.5FairVery GoodVery GoodSatisfactoryFO1128
April 200482.6FairVery GoodVery GoodSatisfactory-946
April 200282.6FairVery GoodVery GoodSatisfactory-919
May 200082.6FairVery GoodVery GoodSatisfactory-914
April 199882.6FairVery GoodVery GoodSatisfactory-844
April 199682.6FairVery GoodVery GoodSatisfactory-791
April 199482.6FairGoodVery GoodSatisfactory-763
April 199282.6FairGoodVery GoodSatisfactory-752
April 199084.7FairVery GoodVery GoodSatisfactory-730

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.150150000
Deck
Reinforced Concrete Decksq. ft.568568000
Wearing Surfacessq. ft.568568000
Substructure
Masonry Abutmentlinear ft.764115200
Bridge Rail
Other Material Bridge Raillinear ft.8080000