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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

Facts

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

Good/Fair/Poor Condition:Fair
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201598.6FairSatisfactoryVery GoodGood-10155
May 201398.6FairSatisfactoryVery GoodGood-10155
May 201198.0FairSatisfactoryVery GoodGood-7205
May 200998.0GoodVery GoodVery GoodGood-7283
February 200850.0PoorFairPoorFairSD7283
February 200750.0PoorFairPoorFairSD7204
February 200549.3PoorFairPoorFairSD8408
February 200349.4PoorFairPoorFairSD8194
February 200147.2PoorFairPoorFairSD15679
February 199947.2PoorFairPoorFairSD15679
February 199749.5PoorFairPoorSatisfactorySD7746
February 199549.5PoorFairPoorSatisfactorySD7438

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.342342000
Deck
Reinforced Concrete Decksq. ft.2,80802,80800
Substructure
Masonry Abutmentlinear ft.188188000
Joints
Compression Jointlinear ft.127127000
Bearings
Elastomeric Bearingeach1212000
Bridge Rail
Other Material Bridge Raillinear ft.117117000