Bridge Statistics for Enterprise, West Virginia (WV)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 85ft / 26.2mTotal length
- $1,502,000Total costs
- 10,760Total average daily traffic
- 664Total average daily truck traffic
- 13,875Total future (year 2038) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Enterprise
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 21980-1989
- 71990-1999
- 12000-2009
- 32010-2019
- Bridge Condition - Deck
- 27.3%Very good
- 72.7%Good
- Bridge Condition - Superstructure
- 35.7%Very good
- 57.1%Good
- 7.1%Fair
- Bridge Condition - Substructure
- 15.4%Very good
- 69.2%Good
- 7.7%Satisfactory
- 7.7%Poor
- Bridge Condition - Channel
- 14.3%Excellent
- 28.6%Very good
- 50.0%Good
- 7.1%Poor
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Structure Number: 17A049, Location: 0.28 MI EAST CO RT 8/8 (Lat: 39.418281, Lng: -80.326911), Route carried "on" structure: County highway 800, Year Built: 1993, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 400 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 525 (year 2038), Design Load: HS 25 or greater, Features Intersected: BINGAMON CREEK, Facility Carried by Structure: HARRISON CO RT 8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.764, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17A049, Location: 0.28 MI EAST CO RT 8/8 (Lat: 39.418281, Lng: -80.326911), Route carried "on" structure: County highway 800, Year Built: 1993, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 400 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 525 (year 2038), Design Load: HS 25 or greater, Features Intersected: BINGAMON CREEK, Facility Carried by Structure: HARRISON CO RT 8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.764, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 17A05, Location: 0.45 MI EAST CO RT 8/8 (Lat: 39.415961, Lng: -80.324611), Route carried "on" structure: County highway 800, Year Built: 1996, Status: Open, Structure Length: 2.60m (8.53ft), Average Daily Traffic: 600 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 775 (year 2038), Design Load: HS 25 or greater, Features Intersected: BINGAMON CREEK, Facility Carried by Structure: HARRISON CO RT 8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.038, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17A05, Location: 0.45 MI EAST CO RT 8/8 (Lat: 39.415961, Lng: -80.324611), Route carried "on" structure: County highway 800, Year Built: 1996, Status: Open, Structure Length: 2.60m (8.53ft), Average Daily Traffic: 600 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 775 (year 2038), Design Load: HS 25 or greater, Features Intersected: BINGAMON CREEK, Facility Carried by Structure: HARRISON CO RT 8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.038, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 17A058, Location: 0.31 MI EAST CO RT 12/12 (Lat: 39.412369, Lng: -80.247039), Route carried "on" structure: County highway 1200, Year Built: 1920, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 800 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,100 (year 2041), Features Intersected: COONS RUN, Facility Carried by Structure: HARRISON CO RT 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.580, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Superstructure: Fair, Channel: Poor, Operating Rating: 47.2 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 minimum criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $157,000, Roadway Improvement Cost: $112,000, Total Project Cost: $317,000 ( Estimate for 2021)
Structure Number: 17A058, Location: 0.31 MI EAST CO RT 12/12 (Lat: 39.412369, Lng: -80.247039), Route carried "on" structure: County highway 1200, Year Built: 1920, Status: Open, Structure Length: 0.62m (2.03ft), Average Daily Traffic: 800 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,100 (year 2041), Features Intersected: COONS RUN, Facility Carried by Structure: HARRISON CO RT 12
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.580, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Superstructure: Fair, Channel: Poor, Operating Rating: 47.2 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 minimum criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $157,000, Roadway Improvement Cost: $112,000, Total Project Cost: $317,000 ( Estimate for 2021)
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Structure Number: 17A088, Location: 0.01 MI SOUTH CO RT 8 (Lat: 39.416500, Lng: -80.314569), Route carried "on" structure: County highway 1904, Year Built: 1992, Status: Open, Structure Length: 1.60m (5.25ft), Average Daily Traffic: 10 (year 2018), Average Future Daily Traffic: 13 (year 2038), Design Load: HS 25 or greater, Features Intersected: BINGAMON CREEK, Facility Carried by Structure: HARRISON CR 19/4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.492, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17A088, Location: 0.01 MI SOUTH CO RT 8 (Lat: 39.416500, Lng: -80.314569), Route carried "on" structure: County highway 1904, Year Built: 1992, Status: Open, Structure Length: 1.60m (5.25ft), Average Daily Traffic: 10 (year 2018), Average Future Daily Traffic: 13 (year 2038), Design Load: HS 25 or greater, Features Intersected: BINGAMON CREEK, Facility Carried by Structure: HARRISON CR 19/4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.492, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: September 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 17A297, Location: 0.02 MI EAST CO RT 8 (Lat: 39.421481, Lng: -80.344931), Route carried "on" structure: County highway 300, Year Built: 1997, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 1,300 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,780 (year 2041), Design Load: HS 25 or greater, Features Intersected: BINGAMON CREEK, Facility Carried by Structure: HARRISON CO RT 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.063, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: 20.1m (65.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $442,000, Roadway Improvement Cost: $131,000, Total Project Cost: $592,000 ( Estimate for 2021), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17A297, Location: 0.02 MI EAST CO RT 8 (Lat: 39.421481, Lng: -80.344931), Route carried "on" structure: County highway 300, Year Built: 1997, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 1,300 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,780 (year 2041), Design Load: HS 25 or greater, Features Intersected: BINGAMON CREEK, Facility Carried by Structure: HARRISON CO RT 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.063, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), 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: 20.1m (65.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $442,000, Roadway Improvement Cost: $131,000, Total Project Cost: $592,000 ( Estimate for 2021), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 17A309, Location: 0.01 MI WEST CO RT 3 (Lat: 39.428531, Lng: -80.348450), Route carried "on" structure: County highway 318, Year Built: 2000, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 50 (year 2017), Average Future Daily Traffic: 70 (year 2039), Design Load: HS 25 or greater, Features Intersected: BINGAMON CREEK, Facility Carried by Structure: HARRISON CO 3/18
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: State 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: 17.4m (57.1ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 4.1m (13.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Bridge Improvement Cost: $354,000, Roadway Improvement Cost: $181,000, Total Project Cost: $593,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 17A309, Location: 0.01 MI WEST CO RT 3 (Lat: 39.428531, Lng: -80.348450), Route carried "on" structure: County highway 318, Year Built: 2000, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 50 (year 2017), Average Future Daily Traffic: 70 (year 2039), Design Load: HS 25 or greater, Features Intersected: BINGAMON CREEK, Facility Carried by Structure: HARRISON CO 3/18
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: State 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: 17.4m (57.1ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 4.1m (13.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.29m (7.51ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: March 2021, Critical Feature Inspection Date: March 2021, Bridge Improvement Cost: $354,000, Roadway Improvement Cost: $181,000, Total Project Cost: $593,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 17A347, Location: 0.01 mi. E of Har. Co. 8 (Lat: 39.428269, Lng: -80.297150), Route carried "on" structure: County highway 191, Year Built: 2013, Status: Open, Structure Length: 1.94m (6.36ft), Average Daily Traffic: 350 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 450 (year 2038), Design Load: HL 93, Features Intersected: Bingamon Creek, Facility Carried by Structure: Harr Co 19/1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), 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: 0.0m, Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019, Deck Structure Type: Concrete Precast Panels
Structure Number: 17A347, Location: 0.01 mi. E of Har. Co. 8 (Lat: 39.428269, Lng: -80.297150), Route carried "on" structure: County highway 191, Year Built: 2013, Status: Open, Structure Length: 1.94m (6.36ft), Average Daily Traffic: 350 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 450 (year 2038), Design Load: HL 93, Features Intersected: Bingamon Creek, Facility Carried by Structure: Harr Co 19/1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), 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: 0.0m, Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 48 months, Inspection Date: July 2019, Deck Structure Type: Concrete Precast Panels
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Structure Number: 25A091, Location: 0.01 MI WEST CO RT 48/1 (Lat: 39.451481, Lng: -80.325739), Route carried "on" structure: County highway 4800, Year Built: 1993, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 1,100 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,720 (year 2041), Design Load: HS 25 or greater, Features Intersected: BR LITTLE BINGAMON CREEK, Facility Carried by Structure: MARION CO RT 48
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.899, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 25A091, Location: 0.01 MI WEST CO RT 48/1 (Lat: 39.451481, Lng: -80.325739), Route carried "on" structure: County highway 4800, Year Built: 1993, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 1,100 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 1,720 (year 2041), Design Load: HS 25 or greater, Features Intersected: BR LITTLE BINGAMON CREEK, Facility Carried by Structure: MARION CO RT 48
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.899, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 25A093, Location: 0.01 MI SOUTH CO RT 48 (Lat: 39.446361, Lng: -80.312811), Route carried "on" structure: County highway 4804, Year Built: 1983, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 10 (year 2019), Average Future Daily Traffic: 15 (year 2041), Design Load: HS 20, Features Intersected: LITTLE BINGAMON CREEK, Facility Carried by Structure: MARION CO RT 48/4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.901, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 25A093, Location: 0.01 MI SOUTH CO RT 48 (Lat: 39.446361, Lng: -80.312811), Route carried "on" structure: County highway 4804, Year Built: 1983, Status: Open, Structure Length: 1.26m (4.13ft), Average Daily Traffic: 10 (year 2019), Average Future Daily Traffic: 15 (year 2041), Design Load: HS 20, Features Intersected: LITTLE BINGAMON CREEK, Facility Carried by Structure: MARION CO RT 48/4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.901, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 48 months, Inspection Date: March 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 25A214, Location: 0.03 MI WEST CO RT 27 (Lat: 39.431119, Lng: -80.241919), Route carried "on" structure: County highway 2707, Year Built: 1989, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 30 (year 2019), Average Future Daily Traffic: 50 (year 2041), Design Load: HS 25 or greater, Features Intersected: COONS RUN, Facility Carried by Structure: MARION CO RT 27/7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), 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: 11.6m (38.1ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 25A214, Location: 0.03 MI WEST CO RT 27 (Lat: 39.431119, Lng: -80.241919), Route carried "on" structure: County highway 2707, Year Built: 1989, Status: Open, Structure Length: 1.20m (3.94ft), Average Daily Traffic: 30 (year 2019), Average Future Daily Traffic: 50 (year 2041), Design Load: HS 25 or greater, Features Intersected: COONS RUN, Facility Carried by Structure: MARION CO RT 27/7
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), 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: 11.6m (38.1ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Other, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 25A218, Location: 0.10 MI WEST MAR CO RT 48 (Lat: 39.451489, Lng: -80.325739), Route carried "on" structure: County highway 4801, Year Built: 1993, Status: Open, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 10 (year 2018), Average Future Daily Traffic: 12 (year 2038), Design Load: HS 25 or greater, Features Intersected: LITTLE BINGAMON CREEK, Facility Carried by Structure: MARION CO RT 48/1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.738, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), 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: 4.5m (14.8ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019, Deck Structure Type: Other, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 25A218, Location: 0.10 MI WEST MAR CO RT 48 (Lat: 39.451489, Lng: -80.325739), Route carried "on" structure: County highway 4801, Year Built: 1993, Status: Open, Structure Length: 1.39m (4.56ft), Average Daily Traffic: 10 (year 2018), Average Future Daily Traffic: 12 (year 2038), Design Load: HS 25 or greater, Features Intersected: LITTLE BINGAMON CREEK, Facility Carried by Structure: MARION CO RT 48/1
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.738, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), 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: 4.5m (14.8ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: August 2019, Deck Structure Type: Other, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 25A233, Location: 0.04 MILES SOUTH CO RT 48 (Lat: 39.432300, Lng: -80.277619), Route carried "on" structure: US 1900, Year Built: 1999, Status: Open, Structure Length: 4.44m (14.57ft), Average Daily Traffic: 4,700 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 5,640 (year 2041), Design Load: HS 25 or greater, Features Intersected: BINGAMON CREEK, Facility Carried by Structure: US ROUTE 19
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 17.5m (57.4ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 25A233, Location: 0.04 MILES SOUTH CO RT 48 (Lat: 39.432300, Lng: -80.277619), Route carried "on" structure: US 1900, Year Built: 1999, Status: Open, Structure Length: 4.44m (14.57ft), Average Daily Traffic: 4,700 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 5,640 (year 2041), Design Load: HS 25 or greater, Features Intersected: BINGAMON CREEK, Facility Carried by Structure: US ROUTE 19
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 17.5m (57.4ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 25A271, Location: 0.01 miles S of Mar Co 48 (Lat: 39.464000, Lng: -80.339700), Route carried "on" structure: County highway 11, Year Built: 2017, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 600 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 750 (year 2038), Design Load: HL 93, Features Intersected: Little Bingamon Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.977, Lanes on structure: 2, Owner: State 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: 9.1m (29.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 69.8 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 25A271, Location: 0.01 miles S of Mar Co 48 (Lat: 39.464000, Lng: -80.339700), Route carried "on" structure: County highway 11, Year Built: 2017, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 600 (year 2018), Truck Traffic: 9%, Average Future Daily Traffic: 750 (year 2038), Design Load: HL 93, Features Intersected: Little Bingamon Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.977, Lanes on structure: 2, Owner: State 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: 9.1m (29.9ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 69.8 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 25A275, Location: 0.16 Mi. S of MRN. CR 48 (Lat: 39.434300, Lng: -80.293700), Route carried "on" structure: County highway 488, Year Built: 2019, Status: Open, Structure Length: 1.94m (6.36ft), Average Daily Traffic: 800 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 975 (year 2040), Design Load: HL 93, Features Intersected: Little Bignamon Creek, Facility Carried by Structure: Marion CR 48/8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
Structure Number: 25A275, Location: 0.16 Mi. S of MRN. CR 48 (Lat: 39.434300, Lng: -80.293700), Route carried "on" structure: County highway 488, Year Built: 2019, Status: Open, Structure Length: 1.94m (6.36ft), Average Daily Traffic: 800 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 975 (year 2040), Design Load: HL 93, Features Intersected: Little Bignamon Creek, Facility Carried by Structure: Marion CR 48/8
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Other, Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing