Bridge Statistics for Sharon, Pennsylvania (PA) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 25699, Location: CITY OF SHARON (Lat: 41.225083, Lng: -80.512078), Route carried "on" structure: US 62, Year Built: 1956, Year Reconstructed: 2010, Status: Open, Structure Length: 11.73m (38.48ft), Average Daily Traffic: 4,711 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 12,020 (year 2032), Design Load: H 20, Features Intersected: OVER RIVERSIDE DR/RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.787, Lanes on structure: 4, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 35 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 18.0m (59.1ft), Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Very good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.40m (40.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Roadway Improvement Cost: $1,000, Total Project Cost: $6,000 ( Estimate for 2005), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25702, Location: CITY OF SHARON (Lat: 41.231222, Lng: -80.498139), Route carried "on" structure: US 62, Year Built: 1955, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 5,554 (year 2011), Truck Traffic: 4%, Average Future Daily Traffic: 12,494 (year 2032), Design Load: H 20, Features Intersected: OVER PINE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.158, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft)

Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 99.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 11

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Structure Number: 25703, Location: CITY OF SHARON (Lat: 41.230917, Lng: -80.496597), Route carried "on" structure: US 62, Year Built: 1955, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 5,554 (year 2011), Truck Traffic: 4%, Average Future Daily Traffic: 12,494 (year 2032), Design Load: H 20, Features Intersected: OVER PINE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.158, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 25 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft)

Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 49.0 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 10

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Structure Number: 25888, Location: CITY OF SHARON (Lat: 41.230194, Lng: -80.506219), Route carried "on" structure: Spur State highway 60, Year Built: 1923, Year Reconstructed: 1990, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 7,087 (year 2011), Truck Traffic: 17%, Average Future Daily Traffic: 8,808 (year 2032), Design Load: H 15, Features Intersected: OVER OLD CANAL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.210, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.4m (7.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 25994, Location: CITY OF SHARON (Lat: 41.244750, Lng: -80.509031), Route carried "on" structure: State highway , Year Built: 1981, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 2,599 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 3,230 (year 2032), Design Load: HS 20, Features Intersected: OVER SHENANGO RIVER, Facility Carried by Structure: SR 3012,CLARK ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.80m (22.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 26019, Location: CITY OF SHARON (Lat: 41.226722, Lng: -80.511383), Route carried "on" structure: State highway , Year Built: 1965, Year Reconstructed: 1999, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 4,721 (year 2011), Truck Traffic: 2%, Average Future Daily Traffic: 5,867 (year 2032), Design Load: HS 20, Features Intersected: OVER SHENANGO RIVER, Facility Carried by Structure: SR 3030,BUDD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 77.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.60m (18.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2602, Location: CITY OF SHARON (Lat: 41.231056, Lng: -80.505722), Route carried "on" structure: US 62T, Year Built: 1968, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 8,536 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 10,609 (year 2032), Design Load: HS 20, Features Intersected: OVER SHENANGO RIVER, Facility Carried by Structure: SR 3032,CONNELY BL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Very good, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.30m (20.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 10, Total Project Cost: $1,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 26021, Location: CITY OF SHARON (Lat: 41.231083, Lng: -80.505808), Route carried "on" structure: US 62T, Year Built: 1989, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 8,536 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 10,609 (year 2032), Design Load: HS 25, Features Intersected: OVER PINE RUN, Facility Carried by Structure: SR 3032,CONNELY BL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.063, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Poor, Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 26316, Location: SERVICE AVE,SHARON (Lat: 41.225583, Lng: -80.485250), Route carried "on" structure: City street 7302, Year Built: 1951, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,905 (year 2011), Truck Traffic: 4%, Average Future Daily Traffic: 2,368 (year 2032), Features Intersected: OVER PINE RUN, Facility Carried by Structure: BRIDGE 2339,SERVIC
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 2.6m (8.5ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 11, Other Special Inspection Date: September 10, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 26317, Location: SILVER ST SHARON (Lat: 41.234167, Lng: -80.510556), Route carried "on" structure: City street 7302, Year Built: 1983, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 4,634 (year 2011), Truck Traffic: 4%, Average Future Daily Traffic: 5,759 (year 2032), Design Load: HS 20, Features Intersected: OVER SHENANGO RIVER, Facility Carried by Structure: SILVER ST.,BR 2313
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 26319, Location: WALNUT ST.,CITY OF SHARON (Lat: 41.231167, Lng: -80.504639), Route carried "on" structure: City street 7302, Year Built: 1966, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 7,140 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 8,874 (year 2032), Design Load: HS 20, Features Intersected: OVER PINE RUN, Facility Carried by Structure: BRIDGE 2319,WALNUT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 11, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2632, Location: WENGLER AVE.,SHARON (Lat: 41.229028, Lng: -80.491000), Route carried "on" structure: City street 7302, Year Built: 1929, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 507 (year 2011), Truck Traffic: 4%, Average Future Daily Traffic: 630 (year 2032), Design Load: H 15, Features Intersected: OVER PINE HOLLOW RUN, Facility Carried by Structure: BRIDGE 2329,WENGLE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Fair, Superstructure: Serious, Substructure: Fair, Channel: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 10, Other Special Inspection Date: July 10, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 26322, Location: PRINDLE ST. SHARON CITY (Lat: 41.229694, Lng: -80.491917), Route carried "on" structure: City street 7302, Year Built: 1935, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,218 (year 2011), Average Future Daily Traffic: 1,514 (year 2032), Features Intersected: OVER PINE RUN, Facility Carried by Structure: BRIDGE 2350
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 57.2 metric tons, Inventory Rating: 33.6 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 43983, Location: SOUTH OAKLAND AVE SHARON (Lat: 41.231667, Lng: -80.500000), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 9.72m (31.89ft), Average Daily Traffic: 2,576 (year 2010), Truck Traffic: 4%, Average Future Daily Traffic: 3,201 (year 2032), Design Load: H 15, Features Intersected: OVER US 62, Facility Carried by Structure: SOUTH OAKLAND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.9m (121.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 99.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 44279, Location: _CITY SHARON (Lat: 41.232861, Lng: -80.508494), Route carried "on" structure: Business US 62B, Year Built: 2007, Status: Open, Structure Length: 6.37m (20.90ft), Average Daily Traffic: 5,574 (year 2011), Truck Traffic: 6%, Average Future Daily Traffic: 6,927 (year 2032), Design Load: H 15, Features Intersected: SHENANGO RIVER, Facility Carried by Structure: SR 718,STATE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.860, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 2.9m (9.5ft), Right: 2.9m (9.5ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Very good, Superstructure: Excellent, Substructure: Good, Channel: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 46016, Location: City of Sharon (Lat: 41.222222, Lng: -80.516111), Route carried "on" structure: US 62, Year Built: 2010, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 4,711 (year 2011), Truck Traffic: 9%, Average Future Daily Traffic: 12,020 (year 2032), Features Intersected: over NS Railroad
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 35 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 46277, Location: City of Sharon (Lat: 41.226639, Lng: -80.508083), Route carried "on" structure: US 62, Year Built: 2010, Status: Open, Structure Length: 9.08m (29.79ft), Average Daily Traffic: 4,961 (year 2011), Truck Traffic: 12%, Average Future Daily Traffic: 12,020 (year 2032), Features Intersected: over SR 60, S Doc & RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.779, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Operating Rating: 54.8 metric tons, Inventory Rating: 34.3 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 11, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 25699, Location: CITY OF SHARON (Lat: 41.225083, Lng: -80.512078), Route carried "under" structure: Other road R0VE, Year Built: 1956, Structure Length: 11.73m (38.48ft), Average Daily Traffic: 49 (year 2001), Features Intersected: OVER RIVERSIDE DR/RIVER, Facility Carried by Structure: SR 62,SHNGO.VLY.EX
Minimum Vertical Clearance: 3.73m (12.24ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 43983, Location: SOUTH OAKLAND AVE SHARON (Lat: 41.231667, Lng: -80.500000), Route carried "under" structure: US 62, Year Built: 2006, Structure Length: 9.72m (31.89ft), Average Daily Traffic: 5,554 (year 2011), Truck Traffic: 4%, Features Intersected: OVER US 62, Facility Carried by Structure: SOUTH OAKLAND
Minimum Vertical Clearance: 1.89m (6.20ft), Kilometerpoint: 2.158, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Frame, Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 43983, Location: SOUTH OAKLAND AVE SHARON (Lat: 41.231667, Lng: -80.500000), Route carried "under" structure: US 62, Year Built: 2006, Structure Length: 9.72m (31.89ft), Average Daily Traffic: 4,499 (year 2011), Truck Traffic: 4%, Features Intersected: OVER US 62, Facility Carried by Structure: SOUTH OAKLAND
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.155, Lanes on structure: 2, Material/Design: Steel continuous, Design/Construction: Frame, Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 46277, Location: City of Sharon (Lat: 41.226639, Lng: -80.508083), Route carried "under" structure: State highway 60, Year Built: 2010, Structure Length: 9.08m (29.79ft), Average Daily Traffic: 7,087 (year 2011), Truck Traffic: 17%, Features Intersected: over SR 60, S Doc & RR, Facility Carried by Structure: SR 62 Shen Vly Exp
Minimum Vertical Clearance: 5.19m (17.03ft), Kilometerpoint: 6.756, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Length of Maximum Span: 23.5m (77.1ft)