Bridge Statistics for Shaler Township, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 19Number of bridges
- 102ft / 31.3mTotal length
- $2,249,000Total costs
- 147,907Total average daily traffic
- 10,581Total average daily truck traffic
- 166,191Total future (year 2023) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Shaler Township
- No street view available for this location
- New bridges - historical statistics
- 51910-1919
- 11920-1929
- 21930-1939
- 11950-1959
- 11960-1969
- 11970-1979
- 31980-1989
- 11990-1999
- 32010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 01970-1979
- 11980-1989
- 11990-1999
- 22000-2009
- 12010-2019
- Bridge Condition - Deck
- 30.8%Excellent
- 15.4%Very good
- 23.1%Good
- 23.1%Satisfactory
- 7.7%Poor
- Bridge Condition - Superstructure
- 22.2%Excellent
- 16.7%Very good
- 11.1%Good
- 5.6%Satisfactory
- 27.8%Fair
- 16.7%Poor
- Bridge Condition - Substructure
- 5.6%Excellent
- 22.2%Very good
- 11.1%Good
- 27.8%Satisfactory
- 27.8%Fair
- 5.6%Poor
- Bridge Condition - Channel
- 15.8%Very good
- 21.1%Good
- 15.8%Satisfactory
- 26.3%Fair
- 21.1%Poor
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Structure Number: 496, Location: NEAR INT WITH SAXONBURG B (Lat: 40.511214, Lng: -79.946903), Route carried "on" structure: State highway 8, Year Built: 1925, Year Reconstructed: 2007, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 32,865 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 25,224 (year 2032), Design Load: HS 20, Features Intersected: PINE CREEK,NEAR FLOOD CH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.061, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 17.5m (57.4ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 49.0 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: 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: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019
Structure Number: 496, Location: NEAR INT WITH SAXONBURG B (Lat: 40.511214, Lng: -79.946903), Route carried "on" structure: State highway 8, Year Built: 1925, Year Reconstructed: 2007, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 32,865 (year 2022), Truck Traffic: 10%, Average Future Daily Traffic: 25,224 (year 2032), Design Load: HS 20, Features Intersected: PINE CREEK,NEAR FLOOD CH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.061, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.4m (57.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 17.5m (57.4ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 49.0 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: 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: 3.60m (11.81ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019
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Structure Number: 497, Location: 0.8 MI N OF SR 1013 (Lat: 40.520450, Lng: -79.950461), Route carried "on" structure: State highway 8, Year Built: 1912, Year Reconstructed: 1958, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 21,271 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 22,698 (year 2032), Design Load: HS 20, Features Intersected: PINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.848, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 49.0 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to 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 2019, Bridge Improvement Cost: $48,000, Roadway Improvement Cost: $142,000, Total Project Cost: $650,000
Structure Number: 497, Location: 0.8 MI N OF SR 1013 (Lat: 40.520450, Lng: -79.950461), Route carried "on" structure: State highway 8, Year Built: 1912, Year Reconstructed: 1958, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 21,271 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 22,698 (year 2032), Design Load: HS 20, Features Intersected: PINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.848, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 49.0 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to 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 2019, Bridge Improvement Cost: $48,000, Roadway Improvement Cost: $142,000, Total Project Cost: $650,000
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Structure Number: 499, Location: 250' S.E. OF SR 4060 (Lat: 40.537044, Lng: -79.962422), Route carried "on" structure: State highway 8, Year Built: 1933, Year Reconstructed: 1997, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 21,271 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 22,698 (year 2032), Design Load: HS 20, Features Intersected: PINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.500, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 23 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 18.4m (60.4ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 499, Location: 250' S.E. OF SR 4060 (Lat: 40.537044, Lng: -79.962422), Route carried "on" structure: State highway 8, Year Built: 1933, Year Reconstructed: 1997, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 21,271 (year 2021), Truck Traffic: 9%, Average Future Daily Traffic: 22,698 (year 2032), Design Load: HS 20, Features Intersected: PINE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.500, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 23 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 18.4m (60.4ft), Out-to-Out Width: 20.7m (67.9ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2019, 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: 1387, Location: SHALER TWP.OVER PINE CR. (Lat: 40.544978, Lng: -79.962592), Route carried "on" structure: State highway , Year Built: 1915, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 3,615 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 2,956 (year 2032), Design Load: HS 20, Features Intersected: PINE CREEK, Facility Carried by Structure: BURCHFIELD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 49.0 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.80m (15.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $37,000, Roadway Improvement Cost: $110,000, Total Project Cost: $503,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Other, Membrane: Other, Deck Protection: Other
Structure Number: 1387, Location: SHALER TWP.OVER PINE CR. (Lat: 40.544978, Lng: -79.962592), Route carried "on" structure: State highway , Year Built: 1915, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 3,615 (year 2022), Truck Traffic: 5%, Average Future Daily Traffic: 2,956 (year 2032), Design Load: HS 20, Features Intersected: PINE CREEK, Facility Carried by Structure: BURCHFIELD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 49.0 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.80m (15.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $37,000, Roadway Improvement Cost: $110,000, Total Project Cost: $503,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Other, Membrane: Other, Deck Protection: Other
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Structure Number: 1926, Location: 1/2 MI.N.W.OF SR 4002 (Lat: 40.501639, Lng: -79.982014), Route carried "on" structure: State highway , Year Built: 1930, Year Reconstructed: 2014, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 11,703 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 17,328 (year 2032), Design Load: HL 93, Features Intersected: GIRTYS RUN, Facility Carried by Structure: BABCOCK BL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.579, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), 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: 11.4m (37.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.8 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: 41.8 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $61,000, Roadway Improvement Cost: $181,000, Total Project Cost: $828,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1926, Location: 1/2 MI.N.W.OF SR 4002 (Lat: 40.501639, Lng: -79.982014), Route carried "on" structure: State highway , Year Built: 1930, Year Reconstructed: 2014, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 11,703 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 17,328 (year 2032), Design Load: HL 93, Features Intersected: GIRTYS RUN, Facility Carried by Structure: BABCOCK BL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.579, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), 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: 11.4m (37.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.8 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: 41.8 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $61,000, Roadway Improvement Cost: $181,000, Total Project Cost: $828,000, 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: 1948, Location: 1/2 MILE FR WETZEL RD (Lat: 40.510361, Lng: -79.960753), Route carried "on" structure: State highway , Year Built: 1962, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 2,423 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 2,494 (year 2032), Design Load: HS 20, Features Intersected: LITTLE PINE CREEK, Facility Carried by Structure: PINE CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.793, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Inventory Rating: 60.8 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: Better than 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: Febuary 2020, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $7,000, Total Project Cost: $35,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1948, Location: 1/2 MILE FR WETZEL RD (Lat: 40.510361, Lng: -79.960753), Route carried "on" structure: State highway , Year Built: 1962, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 2,423 (year 2022), Truck Traffic: 4%, Average Future Daily Traffic: 2,494 (year 2032), Design Load: HS 20, Features Intersected: LITTLE PINE CREEK, Facility Carried by Structure: PINE CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.793, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Inventory Rating: 60.8 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: Better than 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: Febuary 2020, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $7,000, Total Project Cost: $35,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2227, Location: PI15 PINE CREEK NO. 15 (Lat: 40.529483, Lng: -79.954808), Route carried "on" structure: Business County highway , Year Built: 1915, Year Reconstructed: 1991, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 4,660 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 5,126 (year 2023), Design Load: HS 25 or greater, Features Intersected: PINE CREEK, Facility Carried by Structure: OLD-BUTLER-PLNK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), 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: 28.3m (92.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2227, Location: PI15 PINE CREEK NO. 15 (Lat: 40.529483, Lng: -79.954808), Route carried "on" structure: Business County highway , Year Built: 1915, Year Reconstructed: 1991, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 4,660 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 5,126 (year 2023), Design Load: HS 25 or greater, Features Intersected: PINE CREEK, Facility Carried by Structure: OLD-BUTLER-PLNK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), 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: 28.3m (92.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 68.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 2228, Location: PS05 PINE CR,S.BR., #5 (Lat: 40.528647, Lng: -79.972683), Route carried "on" structure: City street , Year Built: 1914, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,000 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 2,400 (year 2025), Features Intersected: PINE CREEK SOUTH BRANCH, Facility Carried by Structure: MCELHENY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable 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 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $35,000, Total Project Cost: $66,000
Structure Number: 2228, Location: PS05 PINE CR,S.BR., #5 (Lat: 40.528647, Lng: -79.972683), Route carried "on" structure: City street , Year Built: 1914, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,000 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 2,400 (year 2025), Features Intersected: PINE CREEK SOUTH BRANCH, Facility Carried by Structure: MCELHENY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable 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 2021, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $35,000, Total Project Cost: $66,000
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Structure Number: 223, Location: PI16 PINE CREEK NO. 16 (Lat: 40.530367, Lng: -79.960747), Route carried "on" structure: Alternate City street , Year Built: 1915, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 4,130 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 5,000 (year 2025), Features Intersected: PINE CREEK, Facility Carried by Structure: OLD BUTLER PLNK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2021, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $45,000, Total Project Cost: $86,000
Structure Number: 223, Location: PI16 PINE CREEK NO. 16 (Lat: 40.530367, Lng: -79.960747), Route carried "on" structure: Alternate City street , Year Built: 1915, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 4,130 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 5,000 (year 2025), Features Intersected: PINE CREEK, Facility Carried by Structure: OLD BUTLER PLNK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2021, Underwater Inspection Date: June 2020, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $45,000, Total Project Cost: $86,000
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Structure Number: 2231, Location: GI10 GIRTYS RUN NO. 10 (Lat: 40.498236, Lng: -79.977689), Route carried "on" structure: County highway , Year Built: 1981, Year Reconstructed: 2018, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 4,800 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 5,800 (year 2024), Design Load: HL 93, Features Intersected: GIRTYS RUN, Facility Carried by Structure: EVERGREEN RD
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: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Satisfactory, 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: 44.1 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2231, Location: GI10 GIRTYS RUN NO. 10 (Lat: 40.498236, Lng: -79.977689), Route carried "on" structure: County highway , Year Built: 1981, Year Reconstructed: 2018, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 4,800 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 5,800 (year 2024), Design Load: HL 93, Features Intersected: GIRTYS RUN, Facility Carried by Structure: EVERGREEN RD
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: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Satisfactory, 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: 44.1 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 2232, Location: PS06 PINE CR,S.BR., #6 (Lat: 40.532722, Lng: -79.978614), Route carried "on" structure: County highway , Year Built: 1959, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 9,886 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 12,000 (year 2027), Design Load: HS 20, Features Intersected: PINE CREEK SOUTH BRANCH, Facility Carried by Structure: VILSACK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, 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: 9.7m (31.8ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, 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: 30.0 - 39.9% below), Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $32,000, Total Project Cost: $81,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2232, Location: PS06 PINE CR,S.BR., #6 (Lat: 40.532722, Lng: -79.978614), Route carried "on" structure: County highway , Year Built: 1959, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 9,886 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 12,000 (year 2027), Design Load: HS 20, Features Intersected: PINE CREEK SOUTH BRANCH, Facility Carried by Structure: VILSACK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, 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: 9.7m (31.8ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, 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: 30.0 - 39.9% below), Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2020, Other Special Inspection Date: August 2021, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $32,000, Total Project Cost: $81,000, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2235, Location: WB01 WIBLE RUN RD NO 1 (Lat: 40.500425, Lng: -79.976561), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 6,583 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 7,000 (year 2028), Design Load: HS 20+Mod, Features Intersected: WIBLE RUN CREEK, Facility Carried by Structure: WIBLE RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Satisfactory, Channel: Poor, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 2235, Location: WB01 WIBLE RUN RD NO 1 (Lat: 40.500425, Lng: -79.976561), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 6,583 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 7,000 (year 2028), Design Load: HS 20+Mod, Features Intersected: WIBLE RUN CREEK, Facility Carried by Structure: WIBLE RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Satisfactory, Channel: Poor, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 2236, Location: WB04 0.2MI S / SOOSE RD (Lat: 40.503061, Lng: -79.971328), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 6,583 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 8,790 (year 2023), Design Load: HS 25 or greater, Features Intersected: WIBLE RUN, Facility Carried by Structure: WIBLE RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), 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: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 99.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 2236, Location: WB04 0.2MI S / SOOSE RD (Lat: 40.503061, Lng: -79.971328), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 6,583 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 8,790 (year 2023), Design Load: HS 25 or greater, Features Intersected: WIBLE RUN, Facility Carried by Structure: WIBLE RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), 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: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 99.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, 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: 2237, Location: WB06 WIBLE RUN NO. 6 (Lat: 40.505144, Lng: -79.969386), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 3,833 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 3,833 (year 2023), Design Load: HS 15, Features Intersected: WIBLE RUN, Facility Carried by Structure: WIBLE RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.0m, Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 67.1 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: Better than 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: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
Structure Number: 2237, Location: WB06 WIBLE RUN NO. 6 (Lat: 40.505144, Lng: -79.969386), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 3,833 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 3,833 (year 2023), Design Load: HS 15, Features Intersected: WIBLE RUN, Facility Carried by Structure: WIBLE RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.0m, Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 67.1 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: Better than 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: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020
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Structure Number: 49136, Location: 500 FT FROM SR 1013 (Lat: 40.513617, Lng: -79.944419), Route carried "on" structure: City street 7118, Year Built: 1970, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 75 (year 2039), Design Load: HS 20, Features Intersected: Little Pine Creek, Facility Carried by Structure: Kay St.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 35.4 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: 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Other Special Inspection Date: June 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 49136, Location: 500 FT FROM SR 1013 (Lat: 40.513617, Lng: -79.944419), Route carried "on" structure: City street 7118, Year Built: 1970, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 50 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 75 (year 2039), Design Load: HS 20, Features Intersected: Little Pine Creek, Facility Carried by Structure: Kay St.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.8m (22.3ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 35.4 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: 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2021, Other Special Inspection Date: June 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 52758, Location: NEAR TOWNSHIP GARAGE (Lat: 40.520947, Lng: -79.965742), Route carried "on" structure: State highway , Year Built: 2015, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,676 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 1,965 (year 2034), Design Load: HL 93, Features Intersected: LITTLE PINE CREEK, Facility Carried by Structure: Little Pine Crk Rd
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 2.755, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Good, Operating Rating: 67.4 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: 51.8 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 52758, Location: NEAR TOWNSHIP GARAGE (Lat: 40.520947, Lng: -79.965742), Route carried "on" structure: State highway , Year Built: 2015, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,676 (year 2022), Truck Traffic: 3%, Average Future Daily Traffic: 1,965 (year 2034), Design Load: HL 93, Features Intersected: LITTLE PINE CREEK, Facility Carried by Structure: Little Pine Crk Rd
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 2.755, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Good, Operating Rating: 67.4 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: 51.8 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: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 53765, Location: 4283' N.E. OF SR 0008 (Lat: 40.521328, Lng: -79.938039), Route carried "on" structure: State highway , Year Built: 2017, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 2,094 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 9,680 (year 2037), Design Load: HL 93, Features Intersected: LITTLE PINE CREEK, Facility Carried by Structure: SAXONBURG BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.621, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Good, Operating Rating: 52.5 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: 40.5 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 53765, Location: 4283' N.E. OF SR 0008 (Lat: 40.521328, Lng: -79.938039), Route carried "on" structure: State highway , Year Built: 2017, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 2,094 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 9,680 (year 2037), Design Load: HL 93, Features Intersected: LITTLE PINE CREEK, Facility Carried by Structure: SAXONBURG BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.621, Lanes on structure: 2, Owner: State Highway Agency, Maintenance Responsibility: Private, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Good, Operating Rating: 52.5 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: 40.5 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: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 54464, Location: PI11 Pine Creek #11 (Lat: 40.513247, Lng: -79.952553), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 4,234 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 5,166 (year 2036), Design Load: HL 93, Features Intersected: Pine Creek, Facility Carried by Structure: East Pennview St.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 60.3 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: 43.4 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 54464, Location: PI11 Pine Creek #11 (Lat: 40.513247, Lng: -79.952553), Route carried "on" structure: City street , Year Built: 2017, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 4,234 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 5,166 (year 2036), Design Load: HL 93, Features Intersected: Pine Creek, Facility Carried by Structure: East Pennview St.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 60.3 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: 43.4 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 56071, Location: 250'W.OF SR 4006 (Lat: 40.522778, Lng: -79.970278), Route carried "on" structure: State highway , Year Built: 2020, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 4,230 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 5,958 (year 2032), Design Load: HL 93, Features Intersected: Little Pine Creek, Facility Carried by Structure: Wetzel Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.449, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, 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: 34.3 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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: 56071, Location: 250'W.OF SR 4006 (Lat: 40.522778, Lng: -79.970278), Route carried "on" structure: State highway , Year Built: 2020, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 4,230 (year 2022), Truck Traffic: 7%, Average Future Daily Traffic: 5,958 (year 2032), Design Load: HL 93, Features Intersected: Little Pine Creek, Facility Carried by Structure: Wetzel Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.449, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, 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: 34.3 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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