Bridge Statistics for Bel Air South, Maryland (MD)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 31Number of bridges
- 230ft / 70.4mTotal length
- $2,094,000Total costs
- 426,816Total average daily traffic
- 31,500Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Bel Air South
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11910-1919
- 21930-1939
- 11950-1959
- 51960-1969
- 51970-1979
- 51980-1989
- 21990-1999
- 72000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 01970-1979
- 11980-1989
- 01990-1999
- 22000-2009
- Bridge Condition - Deck
- 5.9%Very good
- 58.8%Good
- 23.5%Satisfactory
- 11.8%Fair
- Bridge Condition - Superstructure
- 9.5%Very good
- 47.6%Good
- 33.3%Satisfactory
- 4.8%Fair
- 4.8%Poor
- Bridge Condition - Substructure
- 4.8%Very good
- 52.4%Good
- 33.3%Satisfactory
- 9.5%Fair
- Bridge Condition - Channel
- 7.7%Very good
- 34.6%Good
- 46.2%Satisfactory
- 7.7%Fair
- 3.8%Poor
- Bridge Condition - Culverts
- 44.4%Good
- 22.2%Satisfactory
- 33.3%Fair
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Structure Number: 10000012003301, Location: 2.64 MILES SOUTH OF US 1 (Lat: 39.601250, Lng: -76.259778), Route carried "on" structure: State highway 136, Year Built: 1931, Year Reconstructed: 1987, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 9,984 (year 2014), Truck Traffic: 8%, Average Future Daily Traffic: 10,795 (year 2031), Design Load: HS 20, Features Intersected: DEER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.755, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.26m (10.70ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Critical Feature Inspection Date: April 2021, Bridge Improvement Cost: $137,000, Roadway Improvement Cost: $14,000, Total Project Cost: $151,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10000012003301, Location: 2.64 MILES SOUTH OF US 1 (Lat: 39.601250, Lng: -76.259778), Route carried "on" structure: State highway 136, Year Built: 1931, Year Reconstructed: 1987, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 9,984 (year 2014), Truck Traffic: 8%, Average Future Daily Traffic: 10,795 (year 2031), Design Load: HS 20, Features Intersected: DEER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.755, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.26m (10.70ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2021, Critical Feature Inspection Date: April 2021, Bridge Improvement Cost: $137,000, Roadway Improvement Cost: $14,000, Total Project Cost: $151,000, 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: 10000012003401, Location: 1.6 MILES NORTH OF MD 543 (Lat: 39.529797, Lng: -76.262733), Route carried "on" structure: State highway 136, Year Built: 2006, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 6,361 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 7,853 (year 2026), Design Load: HS 25 or greater, Features Intersected: JAMES RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.420, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 56.2 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10000012003401, Location: 1.6 MILES NORTH OF MD 543 (Lat: 39.529797, Lng: -76.262733), Route carried "on" structure: State highway 136, Year Built: 2006, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 6,361 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 7,853 (year 2026), Design Load: HS 25 or greater, Features Intersected: JAMES RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.420, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 56.2 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10000012005001, Location: 0.3 MILE NORTH OF MD 136 (Lat: 39.508433, Lng: -76.275153), Route carried "on" structure: State highway 543, Year Built: 1936, Year Reconstructed: 1959, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 14,221 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 18,126 (year 2026), Design Load: H 20, Features Intersected: BR OF BYNUM RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.296, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Bridge Improvement Cost: $42,000, Roadway Improvement Cost: $4,000, Total Project Cost: $46,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10000012005001, Location: 0.3 MILE NORTH OF MD 136 (Lat: 39.508433, Lng: -76.275153), Route carried "on" structure: State highway 543, Year Built: 1936, Year Reconstructed: 1959, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 14,221 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 18,126 (year 2026), Design Load: H 20, Features Intersected: BR OF BYNUM RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.296, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 52.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Bridge Improvement Cost: $42,000, Roadway Improvement Cost: $4,000, Total Project Cost: $46,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10000012008703, Location: 0.86 M N OF PLUMTREE ROAD (Lat: 39.511508, Lng: -76.341511), Route carried "on" structure: State highway 24, Year Built: 1987, Status: Open, Structure Length: 2.00m (6.56ft), Average Daily Traffic: 37,310 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 44,532 (year 2029), Design Load: HS 20, Features Intersected: PLUMTREE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.534, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 24 degrees, Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 5.8m (19.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 10000012008703, Location: 0.86 M N OF PLUMTREE ROAD (Lat: 39.511508, Lng: -76.341511), Route carried "on" structure: State highway 24, Year Built: 1987, Status: Open, Structure Length: 2.00m (6.56ft), Average Daily Traffic: 37,310 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 44,532 (year 2029), Design Load: HS 20, Features Intersected: PLUMTREE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.534, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 24 degrees, Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 5.8m (19.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 10000012008803, Location: 0.57 M N OF PLUMTREE ROAD (Lat: 39.507217, Lng: -76.339239), Route carried "on" structure: State highway 24, Year Built: 1987, Status: Open, Structure Length: 1.85m (6.07ft), Average Daily Traffic: 37,310 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 44,532 (year 2029), Design Load: HS 20, Features Intersected: PLUMTREE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.068, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 23 degrees, Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 10000012008803, Location: 0.57 M N OF PLUMTREE ROAD (Lat: 39.507217, Lng: -76.339239), Route carried "on" structure: State highway 24, Year Built: 1987, Status: Open, Structure Length: 1.85m (6.07ft), Average Daily Traffic: 37,310 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 44,532 (year 2029), Design Load: HS 20, Features Intersected: PLUMTREE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.068, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 23 degrees, Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
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Structure Number: 200000H-000601, Location: 0.05 MILES S OF SINGER RD (Lat: 39.473897, Lng: -76.336822), Route carried "on" structure: County highway 486, Year Built: 1972, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 585 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 715 (year 2039), Design Load: HS 20, Features Intersected: MOUNTAIN BRANCH, Facility Carried by Structure: WINTERS RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $71,000, Roadway Improvement Cost: $7,000, Total Project Cost: $78,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 200000H-000601, Location: 0.05 MILES S OF SINGER RD (Lat: 39.473897, Lng: -76.336822), Route carried "on" structure: County highway 486, Year Built: 1972, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 585 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 715 (year 2039), Design Load: HS 20, Features Intersected: MOUNTAIN BRANCH, Facility Carried by Structure: WINTERS RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $71,000, Roadway Improvement Cost: $7,000, Total Project Cost: $78,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200000H-000701, Location: 1.7 MILES E OF MD 152 (Lat: 39.473469, Lng: -76.340361), Route carried "on" structure: County highway 246, Year Built: 2003, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 4,530 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 5,530 (year 2039), Design Load: HS 25 or greater, Features Intersected: MOUNTAIN BRANCH, Facility Carried by Structure: SINGER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.687, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 15.2m (49.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Inventory Rating: 58.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to 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: 200000H-000701, Location: 1.7 MILES E OF MD 152 (Lat: 39.473469, Lng: -76.340361), Route carried "on" structure: County highway 246, Year Built: 2003, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 4,530 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 5,530 (year 2039), Design Load: HS 25 or greater, Features Intersected: MOUNTAIN BRANCH, Facility Carried by Structure: SINGER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.687, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 15.2m (49.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Inventory Rating: 58.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to 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: 200000H-000801, Location: 1.1 MILES W OF MD 24 (Lat: 39.473944, Lng: -76.336944), Route carried "on" structure: County highway 246, Year Built: 1983, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 9,170 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 11,190 (year 2039), Design Load: HS 20, Features Intersected: WINTERS RUN, Facility Carried by Structure: SINGER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.025, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Inventory Rating: 68.5 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: Equal to present minimum criteria, Length Of Structure Improvement: 3.99m (13.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $230,000, Roadway Improvement Cost: $23,000, Total Project Cost: $253,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 200000H-000801, Location: 1.1 MILES W OF MD 24 (Lat: 39.473944, Lng: -76.336944), Route carried "on" structure: County highway 246, Year Built: 1983, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 9,170 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 11,190 (year 2039), Design Load: HS 20, Features Intersected: WINTERS RUN, Facility Carried by Structure: SINGER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.025, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Inventory Rating: 68.5 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: Equal to present minimum criteria, Length Of Structure Improvement: 3.99m (13.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $230,000, Roadway Improvement Cost: $23,000, Total Project Cost: $253,000, 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: 200000H-000901, Location: 1.2 MILES NE OF MD 924 (Lat: 39.502892, Lng: -76.306711), Route carried "on" structure: County highway 216, Year Built: 1996, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 6,075 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 7,415 (year 2039), Design Load: HS 25 or greater, Features Intersected: BYNUM RUN, Facility Carried by Structure: WHEEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.9m (52.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 47.6 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 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: Monolithic Concrete
Structure Number: 200000H-000901, Location: 1.2 MILES NE OF MD 924 (Lat: 39.502892, Lng: -76.306711), Route carried "on" structure: County highway 216, Year Built: 1996, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 6,075 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 7,415 (year 2039), Design Load: HS 25 or greater, Features Intersected: BYNUM RUN, Facility Carried by Structure: WHEEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.9m (52.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 47.6 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 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: Monolithic Concrete
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Structure Number: 200000H-001003, Location: 0.8 MILES W OF MD 136 (Lat: 39.503422, Lng: -76.284625), Route carried "on" structure: County highway 243, Year Built: 1971, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 125 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 155 (year 2039), Features Intersected: TRIB / BYNUM RUN, Facility Carried by Structure: CEDAR LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.335, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 200000H-001003, Location: 0.8 MILES W OF MD 136 (Lat: 39.503422, Lng: -76.284625), Route carried "on" structure: County highway 243, Year Built: 1971, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 125 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 155 (year 2039), Features Intersected: TRIB / BYNUM RUN, Facility Carried by Structure: CEDAR LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.335, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 36.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 200000H-001301, Location: 0.8 MILES W OF MD 136 (Lat: 39.479011, Lng: -76.280161), Route carried "on" structure: County highway 451, Year Built: 1957, Status: Posted for load, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 1,105 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 1,350 (year 2039), Design Load: H 20, Features Intersected: BYNUM RUN, Facility Carried by Structure: HOOKERS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.738, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 24.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Other Special Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 200000H-001301, Location: 0.8 MILES W OF MD 136 (Lat: 39.479011, Lng: -76.280161), Route carried "on" structure: County highway 451, Year Built: 1957, Status: Posted for load, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 1,105 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 1,350 (year 2039), Design Load: H 20, Features Intersected: BYNUM RUN, Facility Carried by Structure: HOOKERS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.738, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 24.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2021, Other Special Inspection Date: July 2021, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200000H-003101, Location: 0.21 MI E OF MD 136 (Lat: 39.535000, Lng: -76.256472), Route carried "on" structure: County highway 221, Year Built: 2019, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 529 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 661 (year 2041), Features Intersected: JAMES RUN, Facility Carried by Structure: SNAKE LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.285, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 56.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 200000H-003101, Location: 0.21 MI E OF MD 136 (Lat: 39.535000, Lng: -76.256472), Route carried "on" structure: County highway 221, Year Built: 2019, Status: Open, Structure Length: 0.96m (3.15ft), Average Daily Traffic: 529 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 661 (year 2041), Features Intersected: JAMES RUN, Facility Carried by Structure: SNAKE LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.285, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 56.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 200000H-003201, Location: 0.5 MILES E OF MD 136 (Lat: 39.525219, Lng: -76.256403), Route carried "on" structure: County highway 328, Year Built: 1977, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,215 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 1,485 (year 2039), Design Load: HS 20, Features Intersected: JAMES RUN, Facility Carried by Structure: JAMES RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 82.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to 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
Structure Number: 200000H-003201, Location: 0.5 MILES E OF MD 136 (Lat: 39.525219, Lng: -76.256403), Route carried "on" structure: County highway 328, Year Built: 1977, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 1,215 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 1,485 (year 2039), Design Load: HS 20, Features Intersected: JAMES RUN, Facility Carried by Structure: JAMES RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 82.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.4 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to 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
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Structure Number: 200000H-004901, Location: 1.6 MILES E OF MD 924 (Lat: 39.528933, Lng: -76.317314), Route carried "on" structure: County highway 241, Year Built: 1974, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 3,095 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 3,780 (year 2039), Design Load: HS 20, Features Intersected: BYNUM RUN, Facility Carried by Structure: MACPHAIL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.301, 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: 15.9m (52.2ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 75.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $182,000, Roadway Improvement Cost: $91,000, Total Project Cost: $273,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 200000H-004901, Location: 1.6 MILES E OF MD 924 (Lat: 39.528933, Lng: -76.317314), Route carried "on" structure: County highway 241, Year Built: 1974, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 3,095 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 3,780 (year 2039), Design Load: HS 20, Features Intersected: BYNUM RUN, Facility Carried by Structure: MACPHAIL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.301, 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: 15.9m (52.2ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 75.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $182,000, Roadway Improvement Cost: $91,000, Total Project Cost: $273,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200000H-005001, Location: 0.9 MILES W OF MD 24 (Lat: 39.496336, Lng: -76.347428), Route carried "on" structure: County highway 247, Year Built: 1900, Year Reconstructed: 2000, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 151 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 191 (year 2039), Design Load: HS 25 or greater, Features Intersected: PLUMTREE RUN, Facility Carried by Structure: PLUMTREE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.915, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 3.8m (12.5ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other
Structure Number: 200000H-005001, Location: 0.9 MILES W OF MD 24 (Lat: 39.496336, Lng: -76.347428), Route carried "on" structure: County highway 247, Year Built: 1900, Year Reconstructed: 2000, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 151 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 191 (year 2039), Design Load: HS 25 or greater, Features Intersected: PLUMTREE RUN, Facility Carried by Structure: PLUMTREE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.915, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 3.8m (12.5ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Other
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Structure Number: 200000H-005101, Location: 1.8 MILES W OF US 1 (Lat: 39.497797, Lng: -76.353708), Route carried "on" structure: County highway 257, Year Built: 1991, Status: Posted for load, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 2,875 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 3,510 (year 2039), Features Intersected: WINTERS RUN, Facility Carried by Structure: WHITAKER MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.896, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 27.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 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: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $35,000, Total Project Cost: $385,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Other
Structure Number: 200000H-005101, Location: 1.8 MILES W OF US 1 (Lat: 39.497797, Lng: -76.353708), Route carried "on" structure: County highway 257, Year Built: 1991, Status: Posted for load, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 2,875 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 3,510 (year 2039), Features Intersected: WINTERS RUN, Facility Carried by Structure: WHITAKER MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.896, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 27.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 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: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $35,000, Total Project Cost: $385,000, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber, Deck Protection: Other
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Structure Number: 200000H-005301, Location: 0.2 MILES S OF US 1 (Lat: 39.514722, Lng: -76.367750), Route carried "on" structure: County highway 255, Year Built: 1913, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 11 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 14 (year 2041), Features Intersected: WINTERS RUN, Facility Carried by Structure: LAKE FANNY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $825,000, Roadway Improvement Cost: $83,000, Total Project Cost: $908,000
Structure Number: 200000H-005301, Location: 0.2 MILES S OF US 1 (Lat: 39.514722, Lng: -76.367750), Route carried "on" structure: County highway 255, Year Built: 1913, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 11 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 14 (year 2041), Features Intersected: WINTERS RUN, Facility Carried by Structure: LAKE FANNY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $825,000, Roadway Improvement Cost: $83,000, Total Project Cost: $908,000
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Structure Number: 200000H-018001, Location: 0.4 MILES S OF MD 22 (Lat: 39.537708, Lng: -76.324033), Route carried "on" structure: County highway 1218, Year Built: 1987, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 9,278 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 8,446 (year 2039), Design Load: HS 20, Features Intersected: BYNUM RUN, Facility Carried by Structure: BRIERHILL DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 75.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 200000H-018001, Location: 0.4 MILES S OF MD 22 (Lat: 39.537708, Lng: -76.324033), Route carried "on" structure: County highway 1218, Year Built: 1987, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 9,278 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 8,446 (year 2039), Design Load: HS 20, Features Intersected: BYNUM RUN, Facility Carried by Structure: BRIERHILL DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.1m (115.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 75.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: 200000H-018103, Location: 0.3 MILES E OF MD 136 (Lat: 39.524833, Lng: -76.258194), Route carried "on" structure: County highway 328, Year Built: 1960, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,240 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,512 (year 2041), Features Intersected: BROAD RUN, Facility Carried by Structure: JAMES RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 200000H-018103, Location: 0.3 MILES E OF MD 136 (Lat: 39.524833, Lng: -76.258194), Route carried "on" structure: County highway 328, Year Built: 1960, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,240 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,512 (year 2041), Features Intersected: BROAD RUN, Facility Carried by Structure: JAMES RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 200000H-020003, Location: 0.3 MILES W OF SINGER RD (Lat: 39.472494, Lng: -76.350103), Route carried "on" structure: County highway 283, Year Built: 1970, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 766 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 843 (year 2040), Features Intersected: MOUNTAIN BRANCH, Facility Carried by Structure: CLAYTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 36.3 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 200000H-020003, Location: 0.3 MILES W OF SINGER RD (Lat: 39.472494, Lng: -76.350103), Route carried "on" structure: County highway 283, Year Built: 1970, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 766 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 843 (year 2040), Features Intersected: MOUNTAIN BRANCH, Facility Carried by Structure: CLAYTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 36.3 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 200000H-021301, Location: 500 FT N OF MONTROSE WAY (Lat: 39.483247, Lng: -76.328033), Route carried "on" structure: County highway 1730, Year Built: 2003, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 736 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 898 (year 2039), Design Load: HS 20, Features Intersected: TRIB / WINTERS RUN, Facility Carried by Structure: TOLLGATE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.719, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Good, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 200000H-021301, Location: 500 FT N OF MONTROSE WAY (Lat: 39.483247, Lng: -76.328033), Route carried "on" structure: County highway 1730, Year Built: 2003, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 736 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 898 (year 2039), Design Load: HS 20, Features Intersected: TRIB / WINTERS RUN, Facility Carried by Structure: TOLLGATE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.719, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 16.2m (53.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Good, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 200000H-021403, Location: 0.4 MILES NE OF BRIERHILL (Lat: 39.540444, Lng: -76.318436), Route carried "on" structure: County highway 1721, Year Built: 2003, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 165 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 202 (year 2039), Features Intersected: TRIB / BYNUM RUN, Facility Carried by Structure: TODD ROAD
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), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 200000H-021403, Location: 0.4 MILES NE OF BRIERHILL (Lat: 39.540444, Lng: -76.318436), Route carried "on" structure: County highway 1721, Year Built: 2003, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 165 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 202 (year 2039), Features Intersected: TRIB / BYNUM RUN, Facility Carried by Structure: TODD ROAD
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), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 200000H-021801, Location: 0.2 MILES W OF TOLLGATE R (Lat: 39.480964, Lng: -76.331419), Route carried "on" structure: County highway 2495, Year Built: 2005, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 55 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 67 (year 2039), Features Intersected: TRIB / WINTERS RUN, Facility Carried by Structure: MONTROSE WAY
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 200000H-021801, Location: 0.2 MILES W OF TOLLGATE R (Lat: 39.480964, Lng: -76.331419), Route carried "on" structure: County highway 2495, Year Built: 2005, Status: Open, Structure Length: 0.75m (2.46ft), Average Daily Traffic: 55 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 67 (year 2039), Features Intersected: TRIB / WINTERS RUN, Facility Carried by Structure: MONTROSE WAY
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: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 200000H-021901, Location: 0.9 MILES W OF TOLLGATE R (Lat: 39.478269, Lng: -76.334439), Route carried "on" structure: County highway 2495, Year Built: 2005, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 55 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 67 (year 2039), Features Intersected: TRIB / WINTERS RUN, Facility Carried by Structure: MONTROSE WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 200000H-021901, Location: 0.9 MILES W OF TOLLGATE R (Lat: 39.478269, Lng: -76.334439), Route carried "on" structure: County highway 2495, Year Built: 2005, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 55 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 67 (year 2039), Features Intersected: TRIB / WINTERS RUN, Facility Carried by Structure: MONTROSE WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 200000H-022001, Location: 0.3 MILES S OF W RIDING D (Lat: 39.508228, Lng: -76.337367), Route carried "on" structure: County highway 2107, Year Built: 2005, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 55 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 67 (year 2039), Features Intersected: TRIB / PLUMTREE RUN, Facility Carried by Structure: OAK VALLEY DRIVE
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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 200000H-022001, Location: 0.3 MILES S OF W RIDING D (Lat: 39.508228, Lng: -76.337367), Route carried "on" structure: County highway 2107, Year Built: 2005, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 55 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 67 (year 2039), Features Intersected: TRIB / PLUMTREE RUN, Facility Carried by Structure: OAK VALLEY DRIVE
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), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 200000H-070001, Location: 0.2 MI. E. OF SCHUCKS RD (Lat: 39.549058, Lng: -76.284211), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 306 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 408 (year 2039), Design Load: HS 25 or greater, Features Intersected: BROAD RUN, Facility Carried by Structure: SCHUCKS PARK ROAD
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: 11.0m (36.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 63.9 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
Structure Number: 200000H-070001, Location: 0.2 MI. E. OF SCHUCKS RD (Lat: 39.549058, Lng: -76.284211), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 306 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 408 (year 2039), Design Load: HS 25 or greater, Features Intersected: BROAD RUN, Facility Carried by Structure: SCHUCKS PARK ROAD
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: 11.0m (36.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 63.9 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021
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Structure Number: 300000H-X765013, Location: Milepost M76.5 (Lat: 39.457131, Lng: -76.310411), Route carried "on" structure: State highway 24, Year Built: 1963, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 73,058 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 97,067 (year 2041), Design Load: HS 20, Features Intersected: I-95
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 123.089, Lanes on structure: 2, Lanes under structure: 9, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.3m (83.0ft), 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: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 300000H-X765013, Location: Milepost M76.5 (Lat: 39.457131, Lng: -76.310411), Route carried "on" structure: State highway 24, Year Built: 1963, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 73,058 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 97,067 (year 2041), Design Load: HS 20, Features Intersected: I-95
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 123.089, Lanes on structure: 2, Lanes under structure: 9, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.3m (83.0ft), 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: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 300000H-X765014, Location: Milepost M76.5 (Lat: 39.457250, Lng: -76.310261), Route carried "on" structure: State highway 24, Year Built: 1987, Year Reconstructed: 2007, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 73,058 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 97,067 (year 2041), Design Load: HS 20, Features Intersected: I-95
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 123.089, Lanes on structure: 3, Lanes under structure: 9, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.8 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 300000H-X765014, Location: Milepost M76.5 (Lat: 39.457250, Lng: -76.310261), Route carried "on" structure: State highway 24, Year Built: 1987, Year Reconstructed: 2007, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 73,058 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 97,067 (year 2041), Design Load: HS 20, Features Intersected: I-95
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 123.089, Lanes on structure: 3, Lanes under structure: 9, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.8 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 300000H-X78001, Location: Milepost M78.0 (Lat: 39.466669, Lng: -76.286825), Route carried "on" structure: County highway 1044, Year Built: 1963, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 13,161 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 15,683 (year 2041), Design Load: H 20, Features Intersected: I-95, Facility Carried by Structure: ABINGDON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 125.502, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), 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: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 300000H-X78001, Location: Milepost M78.0 (Lat: 39.466669, Lng: -76.286825), Route carried "on" structure: County highway 1044, Year Built: 1963, Status: Open, Structure Length: 7.38m (24.21ft), Average Daily Traffic: 13,161 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 15,683 (year 2041), Design Load: H 20, Features Intersected: I-95, Facility Carried by Structure: ABINGDON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 125.502, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.9m (85.0ft), 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: Good, Operating Rating: 53.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 300000H-X79601, Location: Milepost M79.0 (Lat: 39.477939, Lng: -76.266589), Route carried "on" structure: State highway 136, Year Built: 1963, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 7,656 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 9,123 (year 2041), Design Load: HS 20, Features Intersected: I-95
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 127.111, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 71.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 300000H-X79601, Location: Milepost M79.0 (Lat: 39.477939, Lng: -76.266589), Route carried "on" structure: State highway 136, Year Built: 1963, Status: Open, Structure Length: 6.92m (22.70ft), Average Daily Traffic: 7,656 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 9,123 (year 2041), Design Load: HS 20, Features Intersected: I-95
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 127.111, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 71.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 300000H-X79601, Location: Milepost M79.0 (Lat: 0.657894, Lng: -1.270983), Route carried "under" structure: Interstate 95, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 112,575 (year 2010), Truck Traffic: 16%, Features Intersected: IS 95, Facility Carried by Structure: MD 136
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 10.925, Lanes on structure: 2, Lanes under structure: 6, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft)
Structure Number: 300000H-X79601, Location: Milepost M79.0 (Lat: 0.657894, Lng: -1.270983), Route carried "under" structure: Interstate 95, Year Built: 1963, Structure Length: 0. m, Average Daily Traffic: 112,575 (year 2010), Truck Traffic: 16%, Features Intersected: IS 95, Facility Carried by Structure: MD 136
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 10.925, Lanes on structure: 2, Lanes under structure: 6, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft)