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SR 846,SARANAC RD. over OVER SHENANGO RESERVOIR

Map

Coordinates:
+41.30916, -80.47295
41°18'33" N, 80°28'23" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SR 846,SARANAC RD. over OVER SHENANGO RESERVOIR
Structure number:000000000025897
Old structure number:430846010000000 (from 1992 edition)
Location:SOUTH PYMATUNING TOWNSHIP
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:120.1 ft. [36.6 m]
Total length:310.1 ft. [94.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Owner:State Highway Agency [01]
Year built:1964
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:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:2,168 [as of 2016]
Truck traffic:6% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:59.8 tons [54.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:72.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,042,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201672.8PoorPoorFairSatisfactorySD2168
May 201455.8PoorPoorPoorPoorSD2247
May 201255.7PoorPoorPoorPoorSD2290
May 201055.6PoorPoorPoorFairSD2346
April 200971.2PoorPoorFairSatisfactorySD2695
May 200871.2PoorPoorFairSatisfactorySD2695
May 200676.6PoorPoorSatisfactorySatisfactorySD2901
May 200573.7PoorPoorSatisfactorySatisfactorySD2872
May 200473.7PoorPoorSatisfactorySatisfactorySD2872
May 200273.6PoorPoorSatisfactorySatisfactorySD2953
May 200173.6PoorPoorSatisfactorySatisfactorySD2924
July 200073.6PoorPoorSatisfactorySatisfactorySD2924
May 199873.7PoorPoorSatisfactorySatisfactorySD2867
October 199685.5FairFairSatisfactorySatisfactory-1995
May 199449.6PoorFairSatisfactoryPoorSD2826
September 199249.7PoorFairSatisfactoryPoorSD2787
June 199028.8PoorFairSatisfactorySeriousSD2766