Bridge Statistics for Fairdale, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 62ft / 18.6mTotal length
- $1,345,000Total costs
- 19,201Total average daily traffic
- 2,314Total average daily truck traffic
- 31,275Total future (year 2024) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Fairdale
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 11920-1929
- 31930-1939
- 11940-1949
- 21950-1959
- 42000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11910-1919
- 01920-1929
- 01930-1939
- 11940-1949
- 01950-1959
- 01960-1969
- 11970-1979
- 01980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 8.3%Very good
- 41.7%Good
- 33.3%Satisfactory
- 8.3%Fair
- 8.3%Failed
- Bridge Condition - Superstructure
- 25.0%Very good
- 16.7%Good
- 16.7%Satisfactory
- 33.3%Fair
- 8.3%Failed
- Bridge Condition - Substructure
- 16.7%Very good
- 16.7%Good
- 25.0%Satisfactory
- 25.0%Fair
- 8.3%Poor
- 8.3%Serious
- Bridge Condition - Channel
- 15.4%Very good
- 15.4%Good
- 15.4%Satisfactory
- 38.5%Fair
- 15.4%Poor
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Structure Number: 18096, Location: CUMBERLAND TOWNSHIP (Lat: 39.877233, Lng: -79.999383), Route carried "on" structure: State highway 21, Year Built: 1930, Year Reconstructed: 1982, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 8,169 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 9,852 (year 2032), Design Load: HS 20, Features Intersected: MUDDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.262, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.30m (10.83ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Critical Feature Inspection Date: August 2020, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $46,000, Total Project Cost: $213,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 18096, Location: CUMBERLAND TOWNSHIP (Lat: 39.877233, Lng: -79.999383), Route carried "on" structure: State highway 21, Year Built: 1930, Year Reconstructed: 1982, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 8,169 (year 2021), Truck Traffic: 15%, Average Future Daily Traffic: 9,852 (year 2032), Design Load: HS 20, Features Intersected: MUDDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 43.262, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.30m (10.83ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Critical Feature Inspection Date: August 2020, Bridge Improvement Cost: $16,000, Roadway Improvement Cost: $46,000, Total Project Cost: $213,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 18097, Location: CUMBERLAND TOWNSHIP (Lat: 39.872978, Lng: -79.978542), Route carried "on" structure: State highway 21, Year Built: 1952, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 6,552 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 11,878 (year 2032), Design Load: H 20, Features Intersected: BR OF LITTLE WHITELEY CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.788, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), 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: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Poor, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $45,000, Total Project Cost: $205,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 18097, Location: CUMBERLAND TOWNSHIP (Lat: 39.872978, Lng: -79.978542), Route carried "on" structure: State highway 21, Year Built: 1952, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 6,552 (year 2020), Truck Traffic: 14%, Average Future Daily Traffic: 11,878 (year 2032), Design Load: H 20, Features Intersected: BR OF LITTLE WHITELEY CK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.788, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), 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: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Poor, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $15,000, Roadway Improvement Cost: $45,000, Total Project Cost: $205,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18196, Location: CUMBERLAND TOWNSHIP (Lat: 39.874006, Lng: -79.978844), Route carried "on" structure: State highway , Year Built: 1938, Year Reconstructed: 2006, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,343 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 1,975 (year 2032), Design Load: H 15, Features Intersected: BR. LITTLE WHITELY CK., Facility Carried by Structure: SR 1006
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than 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, 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: 18196, Location: CUMBERLAND TOWNSHIP (Lat: 39.874006, Lng: -79.978844), Route carried "on" structure: State highway , Year Built: 1938, Year Reconstructed: 2006, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,343 (year 2022), Truck Traffic: 2%, Average Future Daily Traffic: 1,975 (year 2032), Design Load: H 15, Features Intersected: BR. LITTLE WHITELY CK., Facility Carried by Structure: SR 1006
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than 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, 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: 18197, Location: CUMBERLAND TOWNSHIP (Lat: 39.895983, Lng: -79.959247), Route carried "on" structure: State highway , Year Built: 1926, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 496 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 2,312 (year 2032), Design Load: H 15, Features Intersected: GLADE RUN, Facility Carried by Structure: SR 1006
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.375, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 98.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $18,000, Total Project Cost: $83,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 18197, Location: CUMBERLAND TOWNSHIP (Lat: 39.895983, Lng: -79.959247), Route carried "on" structure: State highway , Year Built: 1926, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 496 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 2,312 (year 2032), Design Load: H 15, Features Intersected: GLADE RUN, Facility Carried by Structure: SR 1006
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.375, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 98.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $18,000, Total Project Cost: $83,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18228, Location: CUMBERLAND TOWNSHIP (Lat: 39.880569, Lng: -79.997108), Route carried "on" structure: State highway , Year Built: 1949, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 231 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 396 (year 2032), Design Load: H 20, Features Intersected: MUDDY CREEK, Facility Carried by Structure: SR 1019
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 1, Owner: State 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: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $44,000, Total Project Cost: $80,000, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 18228, Location: CUMBERLAND TOWNSHIP (Lat: 39.880569, Lng: -79.997108), Route carried "on" structure: State highway , Year Built: 1949, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 231 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 396 (year 2032), Design Load: H 20, Features Intersected: MUDDY CREEK, Facility Carried by Structure: SR 1019
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 1, Owner: State 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: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $44,000, Total Project Cost: $80,000, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18229, Location: CUMBERLAND TOWNSHIP (Lat: 39.896969, Lng: -79.992183), Route carried "on" structure: State highway , Year Built: 1938, Year Reconstructed: 1949, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 231 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 396 (year 2032), Design Load: H 15, Features Intersected: COAL RUN, Facility Carried by Structure: SR 1019
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.020, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, 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: 0.2m (0.7ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: September 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $35,000, Total Project Cost: $63,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 18229, Location: CUMBERLAND TOWNSHIP (Lat: 39.896969, Lng: -79.992183), Route carried "on" structure: State highway , Year Built: 1938, Year Reconstructed: 1949, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 231 (year 2022), Truck Traffic: 1%, Average Future Daily Traffic: 396 (year 2032), Design Load: H 15, Features Intersected: COAL RUN, Facility Carried by Structure: SR 1019
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.020, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, 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: 0.2m (0.7ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, 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: September 2020, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $35,000, Total Project Cost: $63,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18314, Location: MONONGAHELA & CUMBERLAND (Lat: 39.859583, Lng: -79.965739), Route carried "on" structure: State highway , Year Built: 1959, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 187 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 346 (year 2032), Design Load: HS 20+Mod, Features Intersected: LITTLE WHITELEY CREEK, Facility Carried by Structure: SR 2024
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 18314, Location: MONONGAHELA & CUMBERLAND (Lat: 39.859583, Lng: -79.965739), Route carried "on" structure: State highway , Year Built: 1959, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 187 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 346 (year 2032), Design Load: HS 20+Mod, Features Intersected: LITTLE WHITELEY CREEK, Facility Carried by Structure: SR 2024
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 18492, Location: EAST OF CARMICHAELS (Lat: 39.916344, Lng: -79.944022), Route carried "on" structure: City street T684, Year Built: 1892, Year Reconstructed: 1918, Status: Closed, Structure Length: 2.65m (8.69ft), Features Intersected: MUDDY CREEK, Facility Carried by Structure: TOWNSHIP ROAD 684
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Failed, Superstructure: Failed, Substructure: Serious, Channel: Fair, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.30m (10.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $49,000, Roadway Improvement Cost: $196,000, Total Project Cost: $666,000, Deck Structure Type: Wood or Timber
Structure Number: 18492, Location: EAST OF CARMICHAELS (Lat: 39.916344, Lng: -79.944022), Route carried "on" structure: City street T684, Year Built: 1892, Year Reconstructed: 1918, Status: Closed, Structure Length: 2.65m (8.69ft), Features Intersected: MUDDY CREEK, Facility Carried by Structure: TOWNSHIP ROAD 684
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.7m (15.4ft)
Condition: Deck: Failed, Superstructure: Failed, Substructure: Serious, Channel: Fair, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.30m (10.83ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $49,000, Roadway Improvement Cost: $196,000, Total Project Cost: $666,000, Deck Structure Type: Wood or Timber
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Structure Number: 42759, Location: SOUTH OF 21 NEAR KHEDIVE (Lat: 39.878394, Lng: -80.023856), Route carried "on" structure: City street T515, Year Built: 2004, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 25 (year 2012), Average Future Daily Traffic: 30 (year 2036), Design Load: HL 93, Features Intersected: MUDDY CREEK, Facility Carried by Structure: TOWNSHIP ROAD 515
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: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 42759, Location: SOUTH OF 21 NEAR KHEDIVE (Lat: 39.878394, Lng: -80.023856), Route carried "on" structure: City street T515, Year Built: 2004, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 25 (year 2012), Average Future Daily Traffic: 30 (year 2036), Design Load: HL 93, Features Intersected: MUDDY CREEK, Facility Carried by Structure: TOWNSHIP ROAD 515
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: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 44402, Location: CUMBERLAND/MONONGAHELA (Lat: 39.858811, Lng: -79.958989), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 33 (year 2006), Average Future Daily Traffic: 40 (year 2036), Design Load: HL 93, Features Intersected: LITTLE WHITELEY CREEK, Facility Carried by Structure: TWP RD 688
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 44402, Location: CUMBERLAND/MONONGAHELA (Lat: 39.858811, Lng: -79.958989), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 33 (year 2006), Average Future Daily Traffic: 40 (year 2036), Design Load: HL 93, Features Intersected: LITTLE WHITELEY CREEK, Facility Carried by Structure: TWP RD 688
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), 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: 6.7m (22.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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, 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: 45152, Location: CUMBERLAND (Lat: 39.861783, Lng: -79.981594), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 50 (year 2004), Truck Traffic: 3%, Average Future Daily Traffic: 150 (year 2024), Design Load: HL 93, Features Intersected: LITTLE WHITELEY CR, Facility Carried by Structure: TWP RD 517
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Toll: Toll bridge, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 45152, Location: CUMBERLAND (Lat: 39.861783, Lng: -79.981594), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 50 (year 2004), Truck Traffic: 3%, Average Future Daily Traffic: 150 (year 2024), Design Load: HL 93, Features Intersected: LITTLE WHITELEY CR, Facility Carried by Structure: TWP RD 517
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Toll: Toll bridge, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 45732, Location: N of Carmichaels (Lat: 39.902242, Lng: -79.966272), Route carried "on" structure: State highway , Year Built: 2009, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,614 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,338 (year 2032), Design Load: HL 93, Features Intersected: Muddy Creek, Facility Carried by Structure: SR 1021
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.103, Lanes on structure: 2, Owner: State 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: 18.6m (61.0ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 86.5 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: 39.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 45732, Location: N of Carmichaels (Lat: 39.902242, Lng: -79.966272), Route carried "on" structure: State highway , Year Built: 2009, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,614 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 3,338 (year 2032), Design Load: HL 93, Features Intersected: Muddy Creek, Facility Carried by Structure: SR 1021
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.103, Lanes on structure: 2, Owner: State 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: 18.6m (61.0ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 86.5 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: 39.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 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: 47746, Location: 0.7 mi S from SR 0021 (Lat: 39.862781, Lng: -79.979864), Route carried "on" structure: State highway , Year Built: 2012, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 270 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 562 (year 2032), Design Load: HL 93, Features Intersected: Little Whitely Creek, Facility Carried by Structure: SR 2019
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.089, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), 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: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 47746, Location: 0.7 mi S from SR 0021 (Lat: 39.862781, Lng: -79.979864), Route carried "on" structure: State highway , Year Built: 2012, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 270 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 562 (year 2032), Design Load: HL 93, Features Intersected: Little Whitely Creek, Facility Carried by Structure: SR 2019
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.089, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), 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: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing