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FRANUM ST over SAW MILL RUN CREEK

Map

Coordinates:
+40.40606, -80.00392
40°24'22" N, 80°00'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FRANUM ST over SAW MILL RUN CREEK
Structure number:000000000002413
Old structure number:027301000030360 (from 1992 edition)
Location:AT INTERSECTION W/ RT 51
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:59.1 ft. [18.0 m]
Total length:63.0 ft. [19.2 m]
Roadway width between curbs:24.3 ft. [7.4 m]
Deck width edge-to-edge:31.8 ft. [9.7 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1981
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:125 [as of 2009]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Operating rating:82.8 tons [75.3 metric tons]
Inventory rating:49.0 tons [44.5 metric tons]
Sufficiency rating:86.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201586.2FairGoodSatisfactorySatisfactory-125
April 201375.0FairGoodSatisfactoryFair-125
April 201188.3FairGoodSatisfactoryGood-125
April 200988.3FairGoodSatisfactoryGood-125
April 200788.3FairGoodSatisfactoryGood-125
April 200588.3GoodGoodGoodGood-125
May 200388.3GoodGoodGoodGood-125
May 200186.3GoodGoodGoodVery Good-125
May 199986.3GoodGoodGoodVery Good-125
May 199786.3GoodGoodGoodVery Good-125
April 199586.8GoodGoodGoodVery Good-125
April 199392.3GoodGoodGoodVery Good-100
May 199194.3GoodGoodVery GoodVery Good-100