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T-512,SLAB FURNACE over OVER EAST SANDY CREEK

Map

Coordinates:
+41.32430, -79.73440
41°19'27" N, 79°44'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:T-512,SLAB FURNACE over OVER EAST SANDY CREEK
Structure number:000000000033926
Old structure number:607217051230360 (from 1992 edition)
Location:ROCKLAND TOWNSHIP
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:92.9 ft. [28.3 m]
Total length:96.1 ft. [29.3 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1992
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:100 [as of 2014]
Truck traffic:4% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:96.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018GoodGoodGoodGood10096.9
March 2016GoodGoodGoodGood10096.9
March 2014GoodGoodGoodGood10096.9
March 2012GoodGoodGoodGood10096.9
March 2010GoodGoodGoodGood10097.9
March 2008GoodGoodGoodGood10097.9
March 2006GoodGoodGoodGood10097.9
March 2004GoodGoodVery GoodVery Good10097.9
September 2001GoodGoodVery GoodVery Good10097.9
November 1999GoodGoodVery GoodVery Good10097.9
September 1997GoodVery GoodVery GoodVery Good10097.9
August 1995GoodVery GoodVery GoodVery Good10097.9
September 1993GoodExcellentExcellentExcellent10097.9
August 1991PoorSeriousPoorSatisfactory1000.0