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SR 965,KILGORE RD. over OVER SANDY CREEK

Map

Coordinates:
+41.30810, -80.01674
41°18'29" N, 80°01'00" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 965,KILGORE RD. over OVER SANDY CREEK
Structure number:000000000025903
Old structure number:430965011025450 (from 1992 edition)
Location:WORTH TOWNSHIP
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:34.1 ft. [10.4 m]
Total length:37.1 ft. [11.3 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:37.7 ft. [11.5 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1965
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,283 [as of 2014]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 condition. [5]
Operating rating:61.8 tons [56.2 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:94.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201594.4FairSatisfactoryGoodSatisfactory-1283
November 201394.4FairSatisfactoryGoodSatisfactory-1283
November 201194.6FairSatisfactoryGoodSatisfactory-1084
November 200994.4FairSatisfactoryGoodSatisfactory-1291
November 200783.1FairSatisfactorySatisfactoryFair-1285
November 200585.1FairSatisfactorySatisfactoryFair-1264
November 200384.9FairSatisfactorySatisfactoryFair-1419
December 200185.0FairSatisfactorySatisfactoryFair-1381
September 199983.1FairSatisfactorySatisfactoryFair-1274
September 199783.2FairSatisfactorySatisfactoryFair-1223
August 199583.2FairSatisfactorySatisfactoryFair-1199
August 199384.4FairSatisfactorySatisfactoryFair-1079
July 199179.3FairGoodSatisfactoryFair-1055

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.170169010
Deck
Reinforced Concrete Decksq. ft.1,3131,3001300
Wearing Surfacessq. ft.1,1201,120000
Substructure
Reinforced Concrete Abutmentlinear ft.116114020
Bearings
Movable Bearingeach55000
Steel Protective Coatingsq. ft.10,75310,753000
Fixed Bearingeach55000
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Other Material Bridge Raillinear ft.7070000