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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
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 

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. ratingEvaluationDeckSuper.Sub.ADT
April 201586.2Not deficientGoodSatisfactorySatisfactory125
April 201375.0Not deficientGoodSatisfactoryFair125
April 201188.3Not deficientGoodSatisfactoryGood125
April 200988.3Not deficientGoodSatisfactoryGood125
April 200788.3Not deficientGoodSatisfactoryGood125
April 200588.3Not deficientGoodGoodGood125
May 200388.3Not deficientGoodGoodGood125
May 200186.3Not deficientGoodGoodVery Good125
May 199986.3Not deficientGoodGoodVery Good125
May 199786.3Not deficientGoodGoodVery Good125
April 199586.8Not deficientGoodGoodVery Good125
April 199392.3Not deficientGoodGoodVery Good100
May 199194.3Not deficientGoodVery GoodVery Good100