Bridge Statistics for Austin, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 69ft / 21.2mTotal length
- $1,727,000Total costs
- 4,501Total average daily traffic
- 240Total average daily truck traffic
- 5,814Total future (year 2022) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Austin
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 41950-1959
- 21970-1979
- 11980-1989
- 32010-2019
- Reconstructed bridges - Historical Statistics
- 11990-1999
- 22000-2009
- Bridge Condition - Deck
- 33.3%Very good
- 22.2%Good
- 22.2%Fair
- 22.2%Poor
- Bridge Condition - Superstructure
- 22.2%Very good
- 22.2%Good
- 44.4%Poor
- 11.1%Serious
- Bridge Condition - Substructure
- 11.1%Very good
- 22.2%Good
- 11.1%Satisfactory
- 22.2%Fair
- 33.3%Poor
- Bridge Condition - Channel
- 9.1%Very good
- 27.3%Good
- 27.3%Satisfactory
- 36.4%Fair
- Bridge Condition - Culverts
- 50.0%Very good
- 50.0%Satisfactory
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Structure Number: 30251, Location: AUSTIN BORO (Lat: 41.630764, Lng: -78.090539), Route carried "on" structure: State highway 607, Year Built: 1972, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 871 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,149 (year 2041), Design Load: HS 20, Features Intersected: FREEMAN RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.614, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, 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: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $40,000, Roadway Improvement Cost: $250,000, Total Project Cost: $538,000
Structure Number: 30251, Location: AUSTIN BORO (Lat: 41.630764, Lng: -78.090539), Route carried "on" structure: State highway 607, Year Built: 1972, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 871 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,149 (year 2041), Design Load: HS 20, Features Intersected: FREEMAN RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.614, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, 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: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $40,000, Roadway Improvement Cost: $250,000, Total Project Cost: $538,000
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Structure Number: 30378, Location: AUSTIN (Lat: 41.643411, Lng: -78.114244), Route carried "on" structure: State highway , Year Built: 1938, Year Reconstructed: 2013, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 524 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 749 (year 2041), Design Load: HS 20, Features Intersected: FREEMAN RUN, Facility Carried by Structure: SR 3002
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.746, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $29,000, Roadway Improvement Cost: $250,000, Total Project Cost: $394,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 30378, Location: AUSTIN (Lat: 41.643411, Lng: -78.114244), Route carried "on" structure: State highway , Year Built: 1938, Year Reconstructed: 2013, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 524 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 749 (year 2041), Design Load: HS 20, Features Intersected: FREEMAN RUN, Facility Carried by Structure: SR 3002
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.746, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $29,000, Roadway Improvement Cost: $250,000, Total Project Cost: $394,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 30379, Location: 2 MI NE COSTELLO (Lat: 41.620092, Lng: -78.035325), Route carried "on" structure: State highway , Year Built: 1988, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 105 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 65 (year 2041), Design Load: HS 25 or greater, Features Intersected: FIRST FK SINNEMAHONING C, Facility Carried by Structure: SR 3003
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.055, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Inventory Rating: 43.5 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 desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.30m (10.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 30379, Location: 2 MI NE COSTELLO (Lat: 41.620092, Lng: -78.035325), Route carried "on" structure: State highway , Year Built: 1988, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 105 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 65 (year 2041), Design Load: HS 25 or greater, Features Intersected: FIRST FK SINNEMAHONING C, Facility Carried by Structure: SR 3003
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.055, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Inventory Rating: 43.5 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 desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.30m (10.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, 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: 30468, Location: 1.8 MI NORTH OF SR 3003 (Lat: 41.637797, Lng: -78.053200), Route carried "on" structure: City street , Year Built: 1950, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 25 (year 2018), Average Future Daily Traffic: 30 (year 2038), Design Load: HS 20, Features Intersected: SOUTH WOODS BRANCH, Facility Carried by Structure: T-302 S WOODS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 5.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $250,000, Total Project Cost: $474,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 30468, Location: 1.8 MI NORTH OF SR 3003 (Lat: 41.637797, Lng: -78.053200), Route carried "on" structure: City street , Year Built: 1950, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 25 (year 2018), Average Future Daily Traffic: 30 (year 2038), Design Load: HS 20, Features Intersected: SOUTH WOODS BRANCH, Facility Carried by Structure: T-302 S WOODS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 5.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $35,000, Roadway Improvement Cost: $250,000, Total Project Cost: $474,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 30469, Location: 0.2 MI FROM SR 3003 (Lat: 41.616369, Lng: -78.043158), Route carried "on" structure: City street , Year Built: 1950, Year Reconstructed: 1999, Status: Posted for load, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 60 (year 2018), Average Future Daily Traffic: 80 (year 2038), Design Load: HS 20, Features Intersected: FIRST FORK SINNEMAHONING, Facility Carried by Structure: T-302 S. WOODS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $37,000, Total Project Cost: $172,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 30469, Location: 0.2 MI FROM SR 3003 (Lat: 41.616369, Lng: -78.043158), Route carried "on" structure: City street , Year Built: 1950, Year Reconstructed: 1999, Status: Posted for load, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 60 (year 2018), Average Future Daily Traffic: 80 (year 2038), Design Load: HS 20, Features Intersected: FIRST FORK SINNEMAHONING, Facility Carried by Structure: T-302 S. WOODS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $13,000, Roadway Improvement Cost: $37,000, Total Project Cost: $172,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 30474, Location: 100 FT WEST OF SR 872 (Lat: 41.634503, Lng: -78.089861), Route carried "on" structure: City street , Year Built: 1955, Year Reconstructed: 2000, Status: Posted for load, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 270 (year 2038), Design Load: HS 20, Features Intersected: FREEMAN RUN, Facility Carried by Structure: ELLIOT STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Poor, Channel: Satisfactory, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: September 2021, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $23,000, Total Project Cost: $107,000, Deck Structure Type: Open Grating
Structure Number: 30474, Location: 100 FT WEST OF SR 872 (Lat: 41.634503, Lng: -78.089861), Route carried "on" structure: City street , Year Built: 1955, Year Reconstructed: 2000, Status: Posted for load, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 270 (year 2038), Design Load: HS 20, Features Intersected: FREEMAN RUN, Facility Carried by Structure: ELLIOT STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Poor, Superstructure: Serious, Substructure: Poor, Channel: Satisfactory, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: September 2021, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $8,000, Roadway Improvement Cost: $23,000, Total Project Cost: $107,000, Deck Structure Type: Open Grating
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Structure Number: 30475, Location: ON GARRETSON ST. (Lat: 41.630697, Lng: -78.093997), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 800 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 1,120 (year 2035), Design Load: HS 20, Features Intersected: WEST BRANCH FREEMAN RUN, Facility Carried by Structure: GARRETSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 30475, Location: ON GARRETSON ST. (Lat: 41.630697, Lng: -78.093997), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 800 (year 2015), Truck Traffic: 1%, Average Future Daily Traffic: 1,120 (year 2035), Design Load: HS 20, Features Intersected: WEST BRANCH FREEMAN RUN, Facility Carried by Structure: GARRETSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 30476, Location: 0.3 MI FROM RT 607 (Lat: 41.634197, Lng: -78.102900), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 100 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 140 (year 2037), Design Load: HS 20, Features Intersected: WEST BRANCH FREEMAN RUN, Facility Carried by Structure: HORN HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $9,000, Total Project Cost: $42,000, Deck Structure Type: Open Grating
Structure Number: 30476, Location: 0.3 MI FROM RT 607 (Lat: 41.634197, Lng: -78.102900), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 100 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 140 (year 2037), Design Load: HS 20, Features Intersected: WEST BRANCH FREEMAN RUN, Facility Carried by Structure: HORN HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Other Special Inspection Date: September 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $9,000, Total Project Cost: $42,000, Deck Structure Type: Open Grating
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Structure Number: 45985, Location: COSTELLO (Lat: 41.593542, Lng: -78.057211), Route carried "on" structure: State highway 872, Year Built: 2010, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 898 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 1,093 (year 2041), Design Load: HL 93, Features Intersected: FIRST FK SINNEMAHONING C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.385, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 45985, Location: COSTELLO (Lat: 41.593542, Lng: -78.057211), Route carried "on" structure: State highway 872, Year Built: 2010, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 898 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 1,093 (year 2041), Design Load: HL 93, Features Intersected: FIRST FK SINNEMAHONING C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.385, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: June 2021, 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: 46874, Location: PORTAGE TOWNSHIP (Lat: 41.602100, Lng: -78.164297), Route carried "on" structure: State lands road , Year Built: 2011, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 20 (year 2012), Average Future Daily Traffic: 25 (year 2022), Design Load: HL 93, Features Intersected: E. BRANCH COWLEY RUN, Facility Carried by Structure: E. COWLEY RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
Structure Number: 46874, Location: PORTAGE TOWNSHIP (Lat: 41.602100, Lng: -78.164297), Route carried "on" structure: State lands road , Year Built: 2011, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 20 (year 2012), Average Future Daily Traffic: 25 (year 2022), Design Load: HL 93, Features Intersected: E. BRANCH COWLEY RUN, Facility Carried by Structure: E. COWLEY RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020
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Structure Number: 48185, Location: COSTELLO (Lat: 41.601372, Lng: -78.063989), Route carried "on" structure: State highway 872, Year Built: 2013, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 898 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 1,093 (year 2041), Design Load: HL 93, Features Intersected: FREEMAN RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.424, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 71.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 48185, Location: COSTELLO (Lat: 41.601372, Lng: -78.063989), Route carried "on" structure: State highway 872, Year Built: 2013, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 898 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 1,093 (year 2041), Design Load: HL 93, Features Intersected: FREEMAN RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.424, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 71.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: 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: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing