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SAW MILL RUN BL over SAW MILL RUN

Map

Coordinates:
+40.39597, -79.99817
40°23'45" N, 79°59'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SAW MILL RUN BL over SAW MILL RUN
Structure number:000000000000738
Old structure number:020051036005680 (from 1992 edition)
Location:AT WHITED STREET
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:55.1 ft. [16.8 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:45.9 ft. [14.0 m]
Deck width edge-to-edge:61.0 ft. [18.6 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1929
Year reconstructed:1941
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: February 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:42,233 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:62.9 tons [57.2 metric tons]
Inventory rating:37.0 tons [33.6 metric tons]
Sufficiency rating:52.0
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201552.0FairFairFairFairFO42233
February 201352.0FairFairSatisfactoryFairFO42698
February 201152.0FairFairSatisfactoryFairFO28232
February 200952.0FairFairSatisfactoryFairFO28232
February 200750.0FairFairSatisfactoryFairFO54728
February 200549.8FairFairSatisfactoryFairFO54186
February 200352.6FairFairSatisfactoryFairFO30652
February 200149.9FairFairSatisfactoryFairFO30109
February 199952.3FairFairSatisfactoryFairFO30109
February 199748.7FairFairSatisfactoryFairFO38029
February 199549.0FairFairSatisfactoryFairFO37102
February 199349.0FairFairSatisfactoryFairFO40798

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.5715215000
Steel Protective Coatingsq. ft.10,75310,753000
Deck
Reinforced Concrete Decksq. ft.2,6252,5992600
Wearing Surfacessq. ft.2,4072,407000
Substructure
Reinforced Concrete Abutmentlinear ft.1611511000
Bearings
Movable Bearingeach1212000
Steel Protective Coatingsq. ft.10,75310,753000
Fixed Bearingeach1212000
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.105105000