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SR 51 SAW MILL RUN over SAW MILL RUN

Map 

Coordinates:
+40.40119, -80.00050
40°24'04" N, 80°00'02" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 51 SAW MILL RUN over SAW MILL RUN
Structure number:000000000000739
Old structure number:020051037019070 (from 1992 edition)
Location:NEAR EDGEBROOK AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:44.9 ft. [13.7 m]
Total length:49.9 ft. [15.2 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:71.9 ft. [21.9 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1941
Year reconstructed:1992
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 Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2015 

Status:Open, no restriction [A]
Average daily traffic:42,233 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
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 assessed or calculated scour condition. [5]
Operating rating:82.8 tons [75.3 metric tons]
Inventory rating:49.9 tons [45.4 metric tons]
Sufficiency rating:66.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201566.2Not deficientSatisfactorySatisfactorySatisfactory42233
February 201366.0Not deficientSatisfactorySatisfactorySatisfactory42698
February 201170.1Not deficientGoodGoodSatisfactory28232
February 200970.1Not deficientGoodGoodSatisfactory28232
February 200765.0Not deficientGoodGoodSatisfactory54728
February 200563.0Not deficientSatisfactoryGoodSatisfactory54186
February 200366.7Not deficientSatisfactoryGoodSatisfactory31203
February 200269.2Not deficientSatisfactoryGoodSatisfactory30652
February 200169.4Not deficientSatisfactoryGoodSatisfactory30109
February 199970.6Not deficientGoodVery GoodGood30109
February 199767.8Not deficientVery GoodVery GoodGood38029
February 199567.3Not deficientVery GoodVery GoodGood37102
February 199366.0Not deficientVery GoodVery GoodGood40798