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SOUTH MAIN ST over SAW MILL RUN

Map 

Coordinates:
+40.44212, -80.03159
40°26'32" N, 80°01'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SOUTH MAIN ST over SAW MILL RUN
Structure number:000000000000765
Old structure number:020060001007020 (from 1992 edition)
Location:1200' SW OF W END CIRCLE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:58.1 ft. [17.7 m]
Total length:62.0 ft. [18.9 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:59.1 ft. [18.0 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year reconstructed:2007
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2015 

Status:Open, no restriction [A]
Average daily traffic:10,155 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:103.7 tons [94.3 metric tons]
Inventory rating:43.9 tons [39.9 metric tons]
Sufficiency rating:98.6
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201598.6Not deficientSatisfactoryVery GoodGood10155
May 201398.6Not deficientSatisfactoryVery GoodGood10155
May 201198.0Not deficientSatisfactoryVery GoodGood7205
May 200998.0Not deficientVery GoodVery GoodGood7283
February 200850.0Structurally deficientFairPoorFair7283
February 200750.0Structurally deficientFairPoorFair7204
February 200549.3Structurally deficientFairPoorFair8408
February 200349.4Structurally deficientFairPoorFair8194
February 200147.2Structurally deficientFairPoorFair15679
February 199947.2Structurally deficientFairPoorFair15679
February 199749.5Structurally deficientFairPoorSatisfactory7746
February 199549.5Structurally deficientFairPoorSatisfactory7438