Bridge Statistics for Lewis Run, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 72ft / 22.4mTotal length
- $449,000Total costs
- 14,510Total average daily traffic
- 1,456Total average daily truck traffic
- 21,348Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Lewis Run
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 31950-1959
- 11960-1969
- 31990-1999
- 12000-2009
- 62010-2019
- Reconstructed bridges - Historical Statistics
- 22000-2009
- 12010-2019
- 12020-2022
- Bridge Condition - Deck
- 63.6%Very good
- 18.2%Good
- 9.1%Satisfactory
- 9.1%Serious
- Bridge Condition - Superstructure
- 54.5%Very good
- 9.1%Good
- 18.2%Satisfactory
- 9.1%Poor
- 9.1%Serious
- Bridge Condition - Substructure
- 27.3%Very good
- 18.2%Good
- 36.4%Satisfactory
- 9.1%Fair
- 9.1%Poor
- Bridge Condition - Channel
- 20.0%Very good
- 26.7%Good
- 33.3%Satisfactory
- 13.3%Fair
- 6.7%Poor
- Bridge Condition - Culverts
- 25.0%Excellent
- 50.0%Very good
- 25.0%Satisfactory
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Structure Number: 2562, Location: 415001 CARNEGIE BOROUGH (Lat: 40.407744, Lng: -80.089347), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 300 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 300 (year 2040), Design Load: HS 20, Features Intersected: CAMPBELLS RUN CREEK, Facility Carried by Structure: GLASS ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 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: Better than present minimum criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2562, Location: 415001 CARNEGIE BOROUGH (Lat: 40.407744, Lng: -80.089347), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 300 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 300 (year 2040), Design Load: HS 20, Features Intersected: CAMPBELLS RUN CREEK, Facility Carried by Structure: GLASS ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 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: Better than present minimum criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 25541, Location: 1000 FT EAST OF SR 219 (Lat: 41.886231, Lng: -78.655061), Route carried "on" structure: City street , Year Built: 1955, Year Reconstructed: 2020, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 70 (year 2018), Average Future Daily Traffic: 90 (year 2038), Design Load: HL 93, Features Intersected: E BR TUNUNGWANT CREEK, Facility Carried by Structure: T-331 BROWNTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.6 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: 36.6 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 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: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $11,000, Total Project Cost: $52,000, Deck Structure Type: Open Grating
Structure Number: 25541, Location: 1000 FT EAST OF SR 219 (Lat: 41.886231, Lng: -78.655061), Route carried "on" structure: City street , Year Built: 1955, Year Reconstructed: 2020, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 70 (year 2018), Average Future Daily Traffic: 90 (year 2038), Design Load: HL 93, Features Intersected: E BR TUNUNGWANT CREEK, Facility Carried by Structure: T-331 BROWNTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.6 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: 36.6 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 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: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $4,000, Roadway Improvement Cost: $11,000, Total Project Cost: $52,000, Deck Structure Type: Open Grating
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Structure Number: 25543, Location: 1500 FT EAST OF SR 219 (Lat: 41.905819, Lng: -78.645619), Route carried "on" structure: City street , Year Built: 1910, Status: Closed, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 200 (year 2018), Average Future Daily Traffic: 250 (year 2038), Design Load: HS 20, Features Intersected: E BR TUNUNGWANT CREEK, Facility Carried by Structure: T-347 E WARREN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Poor, Channel: Poor, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $100,000, Total Project Cost: $215,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 25543, Location: 1500 FT EAST OF SR 219 (Lat: 41.905819, Lng: -78.645619), Route carried "on" structure: City street , Year Built: 1910, Status: Closed, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 200 (year 2018), Average Future Daily Traffic: 250 (year 2038), Design Load: HS 20, Features Intersected: E BR TUNUNGWANT CREEK, Facility Carried by Structure: T-347 E WARREN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Poor, Channel: Poor, Operating Rating: 2.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, 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: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $100,000, Total Project Cost: $215,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 25546, Location: 700 FT SOUTH OF SR 770 (Lat: 41.907500, Lng: -78.630344), Route carried "on" structure: City street , Year Built: 1960, Year Reconstructed: 2014, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 80 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2038), Design Load: HS 20, Features Intersected: MINARD RUN, Facility Carried by Structure: T-473 FULLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township 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: 11.9m (39.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Open Grating
Structure Number: 25546, Location: 700 FT SOUTH OF SR 770 (Lat: 41.907500, Lng: -78.630344), Route carried "on" structure: City street , Year Built: 1960, Year Reconstructed: 2014, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 80 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 100 (year 2038), Design Load: HS 20, Features Intersected: MINARD RUN, Facility Carried by Structure: T-473 FULLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township 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: 11.9m (39.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Open Grating
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Structure Number: 25619, Location: 100' NE OF JF KENNEDY DR (Lat: 41.867506, Lng: -78.664919), Route carried "on" structure: City street , Year Built: 1950, Year Reconstructed: 2018, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 225 (year 2038), Design Load: HL 93, Features Intersected: LEWIS RUN, Facility Carried by Structure: LINCOLN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.1m (16.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.7 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: 34.7 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 minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $50,000, Total Project Cost: $86,000, Deck Structure Type: Open Grating
Structure Number: 25619, Location: 100' NE OF JF KENNEDY DR (Lat: 41.867506, Lng: -78.664919), Route carried "on" structure: City street , Year Built: 1950, Year Reconstructed: 2018, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 225 (year 2038), Design Load: HL 93, Features Intersected: LEWIS RUN, Facility Carried by Structure: LINCOLN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.1m (16.7ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.7 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: 34.7 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 minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $50,000, Total Project Cost: $86,000, Deck Structure Type: Open Grating
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Structure Number: 2562, Location: AT EGBERT LANE INTERSECT (Lat: 41.872797, Lng: -78.656000), Route carried "on" structure: City street , Year Built: 1950, Year Reconstructed: 2014, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 400 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 560 (year 2036), Design Load: HS 20, Features Intersected: E BR TUNUNGWANT CREEK, Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $21,000, Total Project Cost: $96,000, Deck Structure Type: Open Grating
Structure Number: 2562, Location: AT EGBERT LANE INTERSECT (Lat: 41.872797, Lng: -78.656000), Route carried "on" structure: City street , Year Built: 1950, Year Reconstructed: 2014, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 400 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 560 (year 2036), Design Load: HS 20, Features Intersected: E BR TUNUNGWANT CREEK, Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $21,000, Total Project Cost: $96,000, Deck Structure Type: Open Grating
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Structure Number: 39998, Location: 500 FT SW OF SR 770 (Lat: 41.900358, Lng: -78.612403), Route carried "on" structure: City street , Year Built: 1997, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 35 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 50 (year 2038), Design Load: HS 20, Features Intersected: MINARD RUN, Facility Carried by Structure: LANGLEY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: 30.0 - 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 2020, Other Special Inspection Date: September 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 39998, Location: 500 FT SW OF SR 770 (Lat: 41.900358, Lng: -78.612403), Route carried "on" structure: City street , Year Built: 1997, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 35 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 50 (year 2038), Design Load: HS 20, Features Intersected: MINARD RUN, Facility Carried by Structure: LANGLEY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 29.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: 30.0 - 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 2020, Other Special Inspection Date: September 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 40873, Location: 200' NORTH OF E WARREN RD (Lat: 41.906481, Lng: -78.649725), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 25%, Average Future Daily Traffic: 100 (year 2038), Design Load: HS 25 or greater, Features Intersected: SHEPPARD RUN, Facility Carried by Structure: T-343 SUSQ RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 89.8 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 40873, Location: 200' NORTH OF E WARREN RD (Lat: 41.906481, Lng: -78.649725), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 100 (year 2018), Truck Traffic: 25%, Average Future Daily Traffic: 100 (year 2038), Design Load: HS 25 or greater, Features Intersected: SHEPPARD RUN, Facility Carried by Structure: T-343 SUSQ RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 89.8 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 42419, Location: 500 FT EAST OF SR 4001 (Lat: 41.859675, Lng: -78.646308), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 250 (year 2038), Design Load: HL 93, Features Intersected: E BR TUNUNGWANT CREEK, Facility Carried by Structure: T-329 DRONEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 98.0 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 42419, Location: 500 FT EAST OF SR 4001 (Lat: 41.859675, Lng: -78.646308), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 200 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 250 (year 2038), Design Load: HL 93, Features Intersected: E BR TUNUNGWANT CREEK, Facility Carried by Structure: T-329 DRONEY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 98.0 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, 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: 47439, Location: LEWIS RUN BORO (Lat: 41.871467, Lng: -78.662119), Route carried "on" structure: State highway , Year Built: 2012, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,581 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 2,771 (year 2040), Design Load: HL 93, Features Intersected: LEWIS RUN, Facility Carried by Structure: SR 4001
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.314, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Excellent, Operating Rating: 48.6 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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
Structure Number: 47439, Location: LEWIS RUN BORO (Lat: 41.871467, Lng: -78.662119), Route carried "on" structure: State highway , Year Built: 2012, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,581 (year 2021), Truck Traffic: 3%, Average Future Daily Traffic: 2,771 (year 2040), Design Load: HL 93, Features Intersected: LEWIS RUN, Facility Carried by Structure: SR 4001
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.314, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Excellent, Operating Rating: 48.6 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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020
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Structure Number: 48882, Location: 3 MI SE DEGOLA (Lat: 41.898350, Lng: -78.609367), Route carried "on" structure: State highway 770, Year Built: 2014, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 2,239 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 3,597 (year 2040), Design Load: HL 93, Features Intersected: MINARD RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.857, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 62.2 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: 38.6 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 48882, Location: 3 MI SE DEGOLA (Lat: 41.898350, Lng: -78.609367), Route carried "on" structure: State highway 770, Year Built: 2014, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 2,239 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 3,597 (year 2040), Design Load: HL 93, Features Intersected: MINARD RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.857, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 62.2 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: 38.6 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, 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: 48883, Location: 2 MI NW AIKEN (Lat: 41.891350, Lng: -78.604019), Route carried "on" structure: State highway 770, Year Built: 2014, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 2,239 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 3,597 (year 2040), Design Load: HL 93, Features Intersected: MINARD RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.771, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 57.3 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: 36.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 48883, Location: 2 MI NW AIKEN (Lat: 41.891350, Lng: -78.604019), Route carried "on" structure: State highway 770, Year Built: 2014, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 2,239 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 3,597 (year 2040), Design Load: HL 93, Features Intersected: MINARD RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.771, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 57.3 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: 36.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, 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: 53508, Location: CUSTER CITY (Lat: 41.904494, Lng: -78.661011), Route carried "on" structure: State highway 770, Year Built: 2016, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,313 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,729 (year 2037), Design Load: HL 93, Features Intersected: Sheppard Run, Facility Carried by Structure: W Warren Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.754, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 62.9 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: 39.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 53508, Location: CUSTER CITY (Lat: 41.904494, Lng: -78.661011), Route carried "on" structure: State highway 770, Year Built: 2016, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,313 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,729 (year 2037), Design Load: HL 93, Features Intersected: Sheppard Run, Facility Carried by Structure: W Warren Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.754, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 62.9 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: 39.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 53604, Location: CUSTER CITY (Lat: 41.905658, Lng: -78.657183), Route carried "on" structure: State highway 770, Year Built: 2016, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,313 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,729 (year 2037), Design Load: HL 93, Features Intersected: SHEPPARD RUN, Facility Carried by Structure: W Warren Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.338, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 53.1 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: 33.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 53604, Location: CUSTER CITY (Lat: 41.905658, Lng: -78.657183), Route carried "on" structure: State highway 770, Year Built: 2016, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,313 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,729 (year 2037), Design Load: HL 93, Features Intersected: SHEPPARD RUN, Facility Carried by Structure: W Warren Rd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.338, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.2m (36.7ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 53.1 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: 33.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 54682, Location: 1 MI S LEWIS RUN (Lat: 41.849917, Lng: -78.679236), Route carried "on" structure: US 219, Year Built: 2017, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 4,240 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 6,000 (year 2040), Design Load: HL 93, Features Intersected: LEWIS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.701, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 52.2 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: 40.2 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 54682, Location: 1 MI S LEWIS RUN (Lat: 41.849917, Lng: -78.679236), Route carried "on" structure: US 219, Year Built: 2017, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 4,240 (year 2021), Truck Traffic: 21%, Average Future Daily Traffic: 6,000 (year 2040), Design Load: HL 93, Features Intersected: LEWIS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.701, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 52.2 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: 40.2 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing