Bridge Statistics for Bel Air North, Maryland (MD)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 48Number of bridges
- 328ft / 100mTotal length
- $4,115,000Total costs
- 350,877Total average daily traffic
- 19,929Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Bel Air North
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11920-1929
- 51930-1939
- 51950-1959
- 111960-1969
- 81970-1979
- 51980-1989
- 51990-1999
- 22000-2009
- 32010-2019
- 22020-2022
- Reconstructed bridges - Historical Statistics
- 11960-1969
- 11970-1979
- 41980-1989
- 21990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 6.9%Very good
- 44.8%Good
- 37.9%Satisfactory
- 3.4%Fair
- 6.9%Poor
- Bridge Condition - Superstructure
- 27.6%Very good
- 24.1%Good
- 27.6%Satisfactory
- 20.7%Fair
- Bridge Condition - Substructure
- 10.3%Very good
- 37.9%Good
- 34.5%Satisfactory
- 13.8%Fair
- 3.4%Poor
- Bridge Condition - Channel
- 10.0%Very good
- 42.5%Good
- 40.0%Satisfactory
- 7.5%Fair
- Bridge Condition - Culverts
- 33.3%Good
- 53.3%Satisfactory
- 13.3%Fair
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Structure Number: 10000012000201, Location: 2.08 MILES S OF MD 136 (Lat: 39.620839, Lng: -76.299181), Route carried "on" structure: US 1, Year Built: 1934, Year Reconstructed: 1993, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 11,172 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 12,847 (year 2026), Design Load: HS 20, Features Intersected: DEER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.405, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Inventory Rating: 60.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.99m (13.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $423,000, Roadway Improvement Cost: $42,000, Total Project Cost: $465,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10000012000201, Location: 2.08 MILES S OF MD 136 (Lat: 39.620839, Lng: -76.299181), Route carried "on" structure: US 1, Year Built: 1934, Year Reconstructed: 1993, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 11,172 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 12,847 (year 2026), Design Load: HS 20, Features Intersected: DEER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.405, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Inventory Rating: 60.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.99m (13.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $423,000, Roadway Improvement Cost: $42,000, Total Project Cost: $465,000, 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: 10000012000303, Location: .06 M N OF MOORES MILL RD (Lat: 39.548733, Lng: -76.349900), Route carried "on" structure: Business US 1, Year Built: 1953, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 11,230 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 11,359 (year 2026), Features Intersected: BYNUM RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.436, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: 10000012000303, Location: .06 M N OF MOORES MILL RD (Lat: 39.548733, Lng: -76.349900), Route carried "on" structure: Business US 1, Year Built: 1953, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 11,230 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 11,359 (year 2026), Features Intersected: BYNUM RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.436, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: 10000012000401, Location: 0.87 MILE NORTH OF US 1 (Lat: 39.515453, Lng: -76.369083), Route carried "on" structure: Business US 1, Year Built: 1930, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 20,564 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 24,379 (year 2026), Features Intersected: WINTERS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.400, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: June 2020, Underwater Inspection Date: July 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10000012000401, Location: 0.87 MILE NORTH OF US 1 (Lat: 39.515453, Lng: -76.369083), Route carried "on" structure: Business US 1, Year Built: 1930, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 20,564 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 24,379 (year 2026), Features Intersected: WINTERS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.400, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: June 2020, Underwater Inspection Date: July 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10000012001202, Location: 0.99 MI W OF MD 543 (Lat: 39.541664, Lng: -76.330122), Route carried "on" structure: State highway 22, Year Built: 1950, Year Reconstructed: 1994, Status: Open, Structure Length: 1.41m (4.63ft), Average Daily Traffic: 22,861 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 27,776 (year 2026), Design Load: HS 20, Features Intersected: BYNUM RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.706, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 24.8m (81.4ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
Structure Number: 10000012001202, Location: 0.99 MI W OF MD 543 (Lat: 39.541664, Lng: -76.330122), Route carried "on" structure: State highway 22, Year Built: 1950, Year Reconstructed: 1994, Status: Open, Structure Length: 1.41m (4.63ft), Average Daily Traffic: 22,861 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 27,776 (year 2026), Design Load: HS 20, Features Intersected: BYNUM RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.706, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 22.6m (74.1ft), Out-to-Out Width: 24.8m (81.4ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020
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Structure Number: 10000012001501, Location: 1.1 MILES S OF US 1BU (Lat: 39.554689, Lng: -76.367608), Route carried "on" structure: US 1, Year Built: 1964, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 20,002 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 23,120 (year 2026), Design Load: HS 20, Features Intersected: MD 24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.895, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 49.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.5 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 replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.01m (23.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $1,303,000, Roadway Improvement Cost: $130,000, Total Project Cost: $1,433,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10000012001501, Location: 1.1 MILES S OF US 1BU (Lat: 39.554689, Lng: -76.367608), Route carried "on" structure: US 1, Year Built: 1964, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 20,002 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 23,120 (year 2026), Design Load: HS 20, Features Intersected: MD 24
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.895, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 49.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.5 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 replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.01m (23.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Bridge Improvement Cost: $1,303,000, Roadway Improvement Cost: $130,000, Total Project Cost: $1,433,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10000012001801, Location: 3.09 MILES NORTH OF MD 23 (Lat: 39.616611, Lng: -76.400556), Route carried "on" structure: State highway 24, Year Built: 1917, Year Reconstructed: 1994, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 3,572 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 4,280 (year 2026), Features Intersected: NORTH STIRRUP RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.452, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $140,000, Roadway Improvement Cost: $14,000, Total Project Cost: $154,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10000012001801, Location: 3.09 MILES NORTH OF MD 23 (Lat: 39.616611, Lng: -76.400556), Route carried "on" structure: State highway 24, Year Built: 1917, Year Reconstructed: 1994, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 3,572 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 4,280 (year 2026), Features Intersected: NORTH STIRRUP RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.452, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $140,000, Roadway Improvement Cost: $14,000, Total Project Cost: $154,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10000012004901, Location: 1.47 MILES S OF MD 440 (Lat: 39.618914, Lng: -76.330692), Route carried "on" structure: State highway 543, Year Built: 1932, Year Reconstructed: 1985, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 7,621 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 8,764 (year 2026), Design Load: HS 20, Features Intersected: DEER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.754, 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: 30.5m (100.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: May 2020, Underwater Inspection Date: January 2020, Bridge Improvement Cost: $186,000, Roadway Improvement Cost: $19,000, Total Project Cost: $205,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10000012004901, Location: 1.47 MILES S OF MD 440 (Lat: 39.618914, Lng: -76.330692), Route carried "on" structure: State highway 543, Year Built: 1932, Year Reconstructed: 1985, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 7,621 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 8,764 (year 2026), Design Load: HS 20, Features Intersected: DEER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.754, 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: 30.5m (100.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: May 2020, Underwater Inspection Date: January 2020, Bridge Improvement Cost: $186,000, Roadway Improvement Cost: $19,000, Total Project Cost: $205,000, 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: 10000012006301, Location: 1.97 MILES S OF MD 165 (Lat: 39.576428, Lng: -76.438778), Route carried "on" structure: State highway 23, Year Built: 1961, Year Reconstructed: 1978, Status: Open, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 11,602 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 11,936 (year 2026), Design Load: HS 20+Mod, Features Intersected: PHILLIPS MILL RD & E. BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.788, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Superior 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10000012006301, Location: 1.97 MILES S OF MD 165 (Lat: 39.576428, Lng: -76.438778), Route carried "on" structure: State highway 23, Year Built: 1961, Year Reconstructed: 1978, Status: Open, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 11,602 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 11,936 (year 2026), Design Load: HS 20+Mod, Features Intersected: PHILLIPS MILL RD & E. BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.788, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.3m (73.2ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Superior 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, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10000012006501, Location: 0.96 MILE NORTH OF MD 147 (Lat: 39.519947, Lng: -76.373244), Route carried "on" structure: US 1, Year Built: 1963, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 21,112 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 23,685 (year 2026), Design Load: HS 20, Features Intersected: WINTERS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.841, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 45.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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 desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.99m (13.09ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: September 2020, Underwater Inspection Date: July 2018, Bridge Improvement Cost: $319,000, Roadway Improvement Cost: $32,000, Total Project Cost: $351,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10000012006501, Location: 0.96 MILE NORTH OF MD 147 (Lat: 39.519947, Lng: -76.373244), Route carried "on" structure: US 1, Year Built: 1963, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 21,112 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 23,685 (year 2026), Design Load: HS 20, Features Intersected: WINTERS RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.841, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 45.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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 desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.99m (13.09ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: September 2020, Underwater Inspection Date: July 2018, Bridge Improvement Cost: $319,000, Roadway Improvement Cost: $32,000, Total Project Cost: $351,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10000012006601, Location: 1.44 MILES N OF MD 147 (Lat: 39.526072, Lng: -76.368883), Route carried "on" structure: US 1, Year Built: 1963, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 20,542 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 23,685 (year 2026), Design Load: HS 20, Features Intersected: N TOLLGATE RD PED TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.613, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10000012006601, Location: 1.44 MILES N OF MD 147 (Lat: 39.526072, Lng: -76.368883), Route carried "on" structure: US 1, Year Built: 1963, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 20,542 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 23,685 (year 2026), Design Load: HS 20, Features Intersected: N TOLLGATE RD PED TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.613, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 43.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10000012006701, Location: @ US 1 (Lat: 39.543767, Lng: -76.369486), Route carried "on" structure: County highway 1580, Year Built: 1963, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 2,254 (year 1994), Truck Traffic: 5%, Average Future Daily Traffic: 3,381 (year 2028), Design Load: H 20, Features Intersected: US 1, Facility Carried by Structure: VALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.462, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, 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: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.74m (22.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $513,000, Roadway Improvement Cost: $51,000, Total Project Cost: $564,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10000012006701, Location: @ US 1 (Lat: 39.543767, Lng: -76.369486), Route carried "on" structure: County highway 1580, Year Built: 1963, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 2,254 (year 1994), Truck Traffic: 5%, Average Future Daily Traffic: 3,381 (year 2028), Design Load: H 20, Features Intersected: US 1, Facility Carried by Structure: VALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.462, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, 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: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.74m (22.11ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2020, Bridge Improvement Cost: $513,000, Roadway Improvement Cost: $51,000, Total Project Cost: $564,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10000012008303, Location: 0.18 MILE SOUTH OF MD 24 (Lat: 39.533414, Lng: -76.364475), Route carried "on" structure: Ramp State highway 24F, Year Built: 1987, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 23,140 (year 1994), Truck Traffic: 8%, Average Future Daily Traffic: 27,305 (year 2012), Design Load: HS 20, Features Intersected: HEAVENLY WATERS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.384, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Structural Evaluation: Equal to 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: September 2021
Structure Number: 10000012008303, Location: 0.18 MILE SOUTH OF MD 24 (Lat: 39.533414, Lng: -76.364475), Route carried "on" structure: Ramp State highway 24F, Year Built: 1987, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 23,140 (year 1994), Truck Traffic: 8%, Average Future Daily Traffic: 27,305 (year 2012), Design Load: HS 20, Features Intersected: HEAVENLY WATERS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.384, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Structural Evaluation: Equal to 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: September 2021
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Structure Number: 10000012008403, Location: 0.19 MI S OF US 1 (Lat: 39.531667, Lng: -76.364969), Route carried "on" structure: State highway 24E, Year Built: 1987, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 23,140 (year 1994), Truck Traffic: 8%, Average Future Daily Traffic: 27,305 (year 2012), Design Load: HS 20, Features Intersected: HEAVENLY WATERS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.270, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 56.1m (184.1ft), Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 4.0m (13.1ft)
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: September 2021
Structure Number: 10000012008403, Location: 0.19 MI S OF US 1 (Lat: 39.531667, Lng: -76.364969), Route carried "on" structure: State highway 24E, Year Built: 1987, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 23,140 (year 1994), Truck Traffic: 8%, Average Future Daily Traffic: 27,305 (year 2012), Design Load: HS 20, Features Intersected: HEAVENLY WATERS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.270, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 56.1m (184.1ft), Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 4.0m (13.1ft)
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: September 2021
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Structure Number: 10000012008503, Location: 0.45 MILE NORTH OF US 1BU (Lat: 39.530717, Lng: -76.360703), Route carried "on" structure: State highway 24, Year Built: 1987, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 21,480 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 24,261 (year 2026), Design Load: HS 20, Features Intersected: PED. AND HORSE TUNNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.411, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 37.2m (122.0ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 8.2m (26.9ft)
Condition: Culverts: Good, Structural Evaluation: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021
Structure Number: 10000012008503, Location: 0.45 MILE NORTH OF US 1BU (Lat: 39.530717, Lng: -76.360703), Route carried "on" structure: State highway 24, Year Built: 1987, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 21,480 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 24,261 (year 2026), Design Load: HS 20, Features Intersected: PED. AND HORSE TUNNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.411, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 37.2m (122.0ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 8.2m (26.9ft)
Condition: Culverts: Good, Structural Evaluation: Better than present minimum 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-001401, Location: 0.2 MILES N OF MD 159 (Lat: 39.605883, Lng: -76.349311), Route carried "on" structure: County highway 426, Year Built: 1966, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 4,242 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 3,636 (year 2039), Design Load: HS 15, Features Intersected: CRANBERRY RUN, Facility Carried by Structure: SPESUTIA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.981, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 200000H-001401, Location: 0.2 MILES N OF MD 159 (Lat: 39.605883, Lng: -76.349311), Route carried "on" structure: County highway 426, Year Built: 1966, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 4,242 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 3,636 (year 2039), Design Load: HS 15, Features Intersected: CRANBERRY RUN, Facility Carried by Structure: SPESUTIA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.981, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200000H-003401, Location: 0.1 MILES E OF KALMIA RD (Lat: 39.593306, Lng: -76.286528), Route carried "on" structure: County highway 197, Year Built: 2008, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 1,083 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 1,321 (year 2039), Features Intersected: THOMAS RUN, Facility Carried by Structure: THOMAS RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.146, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.2 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: 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: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 200000H-003401, Location: 0.1 MILES E OF KALMIA RD (Lat: 39.593306, Lng: -76.286528), Route carried "on" structure: County highway 197, Year Built: 2008, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 1,083 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 1,321 (year 2039), Features Intersected: THOMAS RUN, Facility Carried by Structure: THOMAS RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.146, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.2 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: 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: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 200000H-003501, Location: 0.2 MILE E OF THOMAS R RD (Lat: 39.580103, Lng: -76.301506), Route carried "on" structure: County highway 213, Year Built: 1975, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 249 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 304 (year 2039), Design Load: HS 20, Features Intersected: THOMAS RUN, Facility Carried by Structure: PENNINGTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 57.6 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 200000H-003501, Location: 0.2 MILE E OF THOMAS R RD (Lat: 39.580103, Lng: -76.301506), Route carried "on" structure: County highway 213, Year Built: 1975, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 249 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 304 (year 2039), Design Load: HS 20, Features Intersected: THOMAS RUN, Facility Carried by Structure: PENNINGTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 57.6 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 200000H-003701, Location: 1.6 MILES S OF US 1 (Lat: 39.614039, Lng: -76.284222), Route carried "on" structure: County highway 185, Year Built: 1925, Year Reconstructed: 2001, Status: Posted for load, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 112 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 132 (year 2040), Features Intersected: DEER CREEK, Facility Carried by Structure: FORGE HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.471, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete continuous, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 23.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.9 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: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2021, Other Special Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 200000H-003701, Location: 1.6 MILES S OF US 1 (Lat: 39.614039, Lng: -76.284222), Route carried "on" structure: County highway 185, Year Built: 1925, Year Reconstructed: 2001, Status: Posted for load, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 112 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 132 (year 2040), Features Intersected: DEER CREEK, Facility Carried by Structure: FORGE HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.471, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete continuous, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 23.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.9 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: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: November 2021, Other Special Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 200000H-003901, Location: 0.2 MILES W OF MD 543 (Lat: 39.620642, Lng: -76.333164), Route carried "on" structure: County highway 126, Year Built: 1959, Year Reconstructed: 1997, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 479 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 653 (year 2039), Design Load: HS 25 or greater, Features Intersected: STOUT BOTTLE BRANCH, Facility Carried by Structure: WALTERS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.843, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 78.9 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: 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: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 200000H-003901, Location: 0.2 MILES W OF MD 543 (Lat: 39.620642, Lng: -76.333164), Route carried "on" structure: County highway 126, Year Built: 1959, Year Reconstructed: 1997, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 479 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 653 (year 2039), Design Load: HS 25 or greater, Features Intersected: STOUT BOTTLE BRANCH, Facility Carried by Structure: WALTERS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.843, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 78.9 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: 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: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 200000H-004001, Location: 0.6 MILES NW OF MD 543 (Lat: 39.605258, Lng: -76.348308), Route carried "on" structure: County highway 200, Year Built: 2020, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 642 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 560 (year 2040), Features Intersected: STOUT BOTTLE BRANCH, Facility Carried by Structure: CHESTNUT HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.133, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 8 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 64.8 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: 49.9 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: 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 200000H-004001, Location: 0.6 MILES NW OF MD 543 (Lat: 39.605258, Lng: -76.348308), Route carried "on" structure: County highway 200, Year Built: 2020, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 642 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 560 (year 2040), Features Intersected: STOUT BOTTLE BRANCH, Facility Carried by Structure: CHESTNUT HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.133, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 8 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 64.8 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: 49.9 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: 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 200000H-004101, Location: 0.7 MILES NW OF MD 543 (Lat: 39.605878, Lng: -76.349306), Route carried "on" structure: County highway 200, Year Built: 1938, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 642 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 550 (year 2040), Features Intersected: CABBAGE RUN, Facility Carried by Structure: CHESTNUT HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.146, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 200000H-004101, Location: 0.7 MILES NW OF MD 543 (Lat: 39.605878, Lng: -76.349306), Route carried "on" structure: County highway 200, Year Built: 1938, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 642 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 550 (year 2040), Features Intersected: CABBAGE RUN, Facility Carried by Structure: CHESTNUT HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.146, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200000H-004601, Location: 0.5 MILES NE OF MD 24 (Lat: 39.564069, Lng: -76.364900), Route carried "on" structure: County highway 912, Year Built: 1976, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 4,310 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 5,260 (year 2039), Design Load: HS 20, Features Intersected: BYNUM RUN, Facility Carried by Structure: BYNUM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.191, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 200000H-004601, Location: 0.5 MILES NE OF MD 24 (Lat: 39.564069, Lng: -76.364900), Route carried "on" structure: County highway 912, Year Built: 1976, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 4,310 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 5,260 (year 2039), Design Load: HS 20, Features Intersected: BYNUM RUN, Facility Carried by Structure: BYNUM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.191, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 200000H-004701, Location: 0.6 MILES S OF MD 543 (Lat: 39.549856, Lng: -76.335864), Route carried "on" structure: County highway 1054, Year Built: 1930, Year Reconstructed: 2010, Status: Open, Structure Length: 1.75m (5.74ft), Average Daily Traffic: 51 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 51 (year 2039), Design Load: HS 20, Features Intersected: BYNUM RUN, Facility Carried by Structure: OLD SOUTHAMPTON RO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Inventory Rating: 57.6 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: 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: Integral Concrete
Structure Number: 200000H-004701, Location: 0.6 MILES S OF MD 543 (Lat: 39.549856, Lng: -76.335864), Route carried "on" structure: County highway 1054, Year Built: 1930, Year Reconstructed: 2010, Status: Open, Structure Length: 1.75m (5.74ft), Average Daily Traffic: 51 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 51 (year 2039), Design Load: HS 20, Features Intersected: BYNUM RUN, Facility Carried by Structure: OLD SOUTHAMPTON RO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Inventory Rating: 57.6 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: 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: Integral Concrete
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Structure Number: 200000H-006401, Location: 1.4 MILES N OF MD 152 (Lat: 39.534694, Lng: -76.400625), Route carried "on" structure: County highway 214, Year Built: 1991, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 8,285 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 10,110 (year 2039), Design Load: HS 20, Features Intersected: WINTERS RUN, Facility Carried by Structure: CARRS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.188, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 68.5 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 200000H-006401, Location: 1.4 MILES N OF MD 152 (Lat: 39.534694, Lng: -76.400625), Route carried "on" structure: County highway 214, Year Built: 1991, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 8,285 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 10,110 (year 2039), Design Load: HS 20, Features Intersected: WINTERS RUN, Facility Carried by Structure: CARRS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.188, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.5m (132.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 68.5 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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-006501, Location: 0.03 MI N OF TIMBERLEA DR (Lat: 39.544914, Lng: -76.392314), Route carried "on" structure: County highway 225, Year Built: 1977, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 2,765 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 3,375 (year 2039), Design Load: HS 20, Features Intersected: BEAR CABIN BRANCH, Facility Carried by Structure: GRAFTON SHOP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.248, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 63.5 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: Monolithic Concrete
Structure Number: 200000H-006501, Location: 0.03 MI N OF TIMBERLEA DR (Lat: 39.544914, Lng: -76.392314), Route carried "on" structure: County highway 225, Year Built: 1977, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 2,765 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 3,375 (year 2039), Design Load: HS 20, Features Intersected: BEAR CABIN BRANCH, Facility Carried by Structure: GRAFTON SHOP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.248, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 63.5 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: Monolithic Concrete
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Structure Number: 200000H-006701, Location: 1.5 MILES N OF MD 152 (Lat: 39.550708, Lng: -76.436008), Route carried "on" structure: County highway 56, Year Built: 1958, Status: Posted for load, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 3,320 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 4,055 (year 2039), Design Load: H 20, Features Intersected: WINTERS RUN, Facility Carried by Structure: PLEASANTVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.593, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.6 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 minimum criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $357,000, Roadway Improvement Cost: $36,000, Total Project Cost: $393,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 200000H-006701, Location: 1.5 MILES N OF MD 152 (Lat: 39.550708, Lng: -76.436008), Route carried "on" structure: County highway 56, Year Built: 1958, Status: Posted for load, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 3,320 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 4,055 (year 2039), Design Load: H 20, Features Intersected: WINTERS RUN, Facility Carried by Structure: PLEASANTVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.593, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.6 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 minimum criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $357,000, Roadway Improvement Cost: $36,000, Total Project Cost: $393,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200000H-006901, Location: 0.3 MI E OF PHILLIPS M RD (Lat: 39.563372, Lng: -76.442303), Route carried "on" structure: County highway 61, Year Built: 1991, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 81 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 101 (year 2039), Design Load: HS 25 or greater, Features Intersected: EAST BRANCH/WINTERS RUN, Facility Carried by Structure: COSNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, 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-006901, Location: 0.3 MI E OF PHILLIPS M RD (Lat: 39.563372, Lng: -76.442303), Route carried "on" structure: County highway 61, Year Built: 1991, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 81 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 101 (year 2039), Design Load: HS 25 or greater, Features Intersected: EAST BRANCH/WINTERS RUN, Facility Carried by Structure: COSNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, 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-007001, Location: 0.6 MILES W OF MD 23 (Lat: 39.570061, Lng: -76.442158), Route carried "on" structure: County highway 62, Year Built: 2020, Status: Open, Structure Length: 1.76m (5.77ft), Average Daily Traffic: 434 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 530 (year 2039), Features Intersected: EAST BRANCH/ WINTERS RUN, Facility Carried by Structure: PHILLIPS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.062, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 71.3 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: 55.1 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: 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 200000H-007001, Location: 0.6 MILES W OF MD 23 (Lat: 39.570061, Lng: -76.442158), Route carried "on" structure: County highway 62, Year Built: 2020, Status: Open, Structure Length: 1.76m (5.77ft), Average Daily Traffic: 434 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 530 (year 2039), Features Intersected: EAST BRANCH/ WINTERS RUN, Facility Carried by Structure: PHILLIPS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.062, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 71.3 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: 55.1 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: 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: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 200000H-007104, Location: 0.01 M W OF PHILLIPS M RD (Lat: 39.577111, Lng: -76.439342), Route carried "on" structure: County highway 64, Year Built: 1995, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 35 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 45 (year 2039), Design Load: HS 25 or greater, Features Intersected: EAST BRANCH/WINTERS RUN, Facility Carried by Structure: POTEET ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 200000H-007104, Location: 0.01 M W OF PHILLIPS M RD (Lat: 39.577111, Lng: -76.439342), Route carried "on" structure: County highway 64, Year Built: 1995, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 35 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 45 (year 2039), Design Load: HS 25 or greater, Features Intersected: EAST BRANCH/WINTERS RUN, Facility Carried by Structure: POTEET ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 200000H-009301, Location: 0.7 MILES E OF MD 24 (Lat: 39.601206, Lng: -76.404289), Route carried "on" structure: County highway 72, Year Built: 1950, Year Reconstructed: 1960, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,140 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 1,395 (year 2039), Features Intersected: SOUTH STIRRUP RUN, Facility Carried by Structure: SHARON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.958, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 61.2 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $50,000, Total Project Cost: $550,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 200000H-009301, Location: 0.7 MILES E OF MD 24 (Lat: 39.601206, Lng: -76.404289), Route carried "on" structure: County highway 72, Year Built: 1950, Year Reconstructed: 1960, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,140 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 1,395 (year 2039), Features Intersected: SOUTH STIRRUP RUN, Facility Carried by Structure: SHARON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.958, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 61.2 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $50,000, Total Project Cost: $550,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200000H-014101, Location: 1.5 MIL NE OF ALLIBONE RD (Lat: 39.625556, Lng: -76.309444), Route carried "on" structure: County highway 148, Year Built: 1977, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 190 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 235 (year 2039), Design Load: HS 20, Features Intersected: DEER CREEK, Facility Carried by Structure: SANDY HOOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.333, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 200000H-014101, Location: 1.5 MIL NE OF ALLIBONE RD (Lat: 39.625556, Lng: -76.309444), Route carried "on" structure: County highway 148, Year Built: 1977, Status: Open, Structure Length: 5.70m (18.70ft), Average Daily Traffic: 190 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 235 (year 2039), Design Load: HS 20, Features Intersected: DEER CREEK, Facility Carried by Structure: SANDY HOOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.333, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 200000H-016803, Location: 2.1 MILES NE OF MD 543 (Lat: 39.577639, Lng: -76.310750), Route carried "on" structure: County highway 197, Year Built: 1973, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,690 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,062 (year 2041), Features Intersected: TRIB / THOMAS RUN, Facility Carried by Structure: THOMAS RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.395, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 200000H-016803, Location: 2.1 MILES NE OF MD 543 (Lat: 39.577639, Lng: -76.310750), Route carried "on" structure: County highway 197, Year Built: 1973, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,690 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 2,062 (year 2041), Features Intersected: TRIB / THOMAS RUN, Facility Carried by Structure: THOMAS RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.395, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Fair, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 200000H-017903, Location: 0.1 MILES W OF MD 543 (Lat: 39.556728, Lng: -76.330850), Route carried "on" structure: County highway 238, Year Built: 1990, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,657 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 2,022 (year 2039), Features Intersected: TRIB / BYNUM RUN, Facility Carried by Structure: HENDERSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 1.5m (4.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 200000H-017903, Location: 0.1 MILES W OF MD 543 (Lat: 39.556728, Lng: -76.330850), Route carried "on" structure: County highway 238, Year Built: 1990, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,657 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 2,022 (year 2039), Features Intersected: TRIB / BYNUM RUN, Facility Carried by Structure: HENDERSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 1.5m (4.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 200000H-018203, Location: 0.5 MIL SW OF WALTERS M R (Lat: 39.616694, Lng: -76.339306), Route carried "on" structure: County highway 203, Year Built: 1964, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 333 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 404 (year 2039), Features Intersected: STOUT BOTTLE BRANCH, Facility Carried by Structure: DEER CREEK CHURCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Channel: Good, Culverts: Fair, Inventory Rating: 64.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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-018203, Location: 0.5 MIL SW OF WALTERS M R (Lat: 39.616694, Lng: -76.339306), Route carried "on" structure: County highway 203, Year Built: 1964, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 333 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 404 (year 2039), Features Intersected: STOUT BOTTLE BRANCH, Facility Carried by Structure: DEER CREEK CHURCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 2.1m (6.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Channel: Good, Culverts: Fair, Inventory Rating: 64.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: 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-019001, Location: 0.8 MILES SE OF US 1 (Lat: 39.580000, Lng: -76.317508), Route carried "on" structure: County highway 204, Year Built: 2011, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 1,007 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 1,497 (year 2039), Design Load: HS 20, Features Intersected: TRIB / THOMAS RUN, Facility Carried by Structure: RUFFS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Inventory Rating: 65.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum 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: 200000H-019001, Location: 0.8 MILES SE OF US 1 (Lat: 39.580000, Lng: -76.317508), Route carried "on" structure: County highway 204, Year Built: 2011, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 1,007 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 1,497 (year 2039), Design Load: HS 20, Features Intersected: TRIB / THOMAS RUN, Facility Carried by Structure: RUFFS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.931, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Inventory Rating: 65.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum 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: 200000H-019203, Location: 0.8 MIL E OF GRAFTON SHOP (Lat: 39.555131, Lng: -76.385733), Route carried "on" structure: County highway 686, Year Built: 1970, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 869 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 1,869 (year 2039), Features Intersected: BEAR CABIN BRANCH, Facility Carried by Structure: BERNADETTE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.223, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 78.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 200000H-019203, Location: 0.8 MIL E OF GRAFTON SHOP (Lat: 39.555131, Lng: -76.385733), Route carried "on" structure: County highway 686, Year Built: 1970, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 869 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 1,869 (year 2039), Features Intersected: BEAR CABIN BRANCH, Facility Carried by Structure: BERNADETTE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.223, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 78.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 65.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 200000H-019303, Location: 0.2 MI N OF BERNADETTE DR (Lat: 39.557661, Lng: -76.385667), Route carried "on" structure: County highway 1025, Year Built: 1980, Status: Open, Structure Length: 1.47m (4.82ft), Average Daily Traffic: 1,111 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 1,465 (year 2039), Features Intersected: BEAR CABIN BRANCH, Facility Carried by Structure: BEAR CREEK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft)
Condition: Channel: Fair, Culverts: Good, Inventory Rating: 90.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 200000H-019303, Location: 0.2 MI N OF BERNADETTE DR (Lat: 39.557661, Lng: -76.385667), Route carried "on" structure: County highway 1025, Year Built: 1980, Status: Open, Structure Length: 1.47m (4.82ft), Average Daily Traffic: 1,111 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 1,465 (year 2039), Features Intersected: BEAR CABIN BRANCH, Facility Carried by Structure: BEAR CREEK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft)
Condition: Channel: Fair, Culverts: Good, Inventory Rating: 90.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 200000H-019503, Location: 0.2 MILES E OF BYNUM RD (Lat: 39.559494, Lng: -76.365139), Route carried "on" structure: County highway 235, Year Built: 1975, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 795 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 970 (year 2039), Features Intersected: BYNUM RUN, Facility Carried by Structure: BYNUM RIDGE 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: Steel, Design/Construction: Culvert, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.3m (4.3ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 200000H-019503, Location: 0.2 MILES E OF BYNUM RD (Lat: 39.559494, Lng: -76.365139), Route carried "on" structure: County highway 235, Year Built: 1975, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 795 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 970 (year 2039), Features Intersected: BYNUM RUN, Facility Carried by Structure: BYNUM RIDGE 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: Steel, Design/Construction: Culvert, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.3m (4.3ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 200000H-020402, Location: 0.2 MILES E OF MD 24 (Lat: 39.569525, Lng: -76.375364), Route carried "on" structure: County highway 2393, Year Built: 2001, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 718 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 758 (year 2039), Design Load: HS 25 or greater, Features Intersected: BYNUM RUN, Facility Carried by Structure: WAGNER WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft)
Condition: Channel: Very good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 200000H-020402, Location: 0.2 MILES E OF MD 24 (Lat: 39.569525, Lng: -76.375364), Route carried "on" structure: County highway 2393, Year Built: 2001, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 718 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 758 (year 2039), Design Load: HS 25 or greater, Features Intersected: BYNUM RUN, Facility Carried by Structure: WAGNER WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft)
Condition: Channel: Very good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 200000H-020602, Location: 0.05 MI N OF SPENCEOLA PK (Lat: 39.566808, Lng: -76.372325), Route carried "on" structure: County highway 2300, Year Built: 1998, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 110 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 130 (year 2039), Design Load: HS 25 or greater, Features Intersected: BYNUM RUN, Facility Carried by Structure: MARDIC DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.9m (3.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 73.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.0 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 200000H-020602, Location: 0.05 MI N OF SPENCEOLA PK (Lat: 39.566808, Lng: -76.372325), Route carried "on" structure: County highway 2300, Year Built: 1998, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 110 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 130 (year 2039), Design Load: HS 25 or greater, Features Intersected: BYNUM RUN, Facility Carried by Structure: MARDIC DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.9m (3.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 73.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.0 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 200000H-021003, Location: 100 FT N MOORES MILL RD (Lat: 39.545600, Lng: -76.324889), Route carried "on" structure: County highway 1544, Year Built: 1982, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 1,546 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 1,887 (year 2039), Features Intersected: TRIB / BYNUM RUN, Facility Carried by Structure: ECON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 200000H-021003, Location: 100 FT N MOORES MILL RD (Lat: 39.545600, Lng: -76.324889), Route carried "on" structure: County highway 1544, Year Built: 1982, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 1,546 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 1,887 (year 2039), Features Intersected: TRIB / BYNUM RUN, Facility Carried by Structure: ECON DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 200000H-021601, Location: 1.7 MILES N OF MD 152 (Lat: 39.536400, Lng: -76.394642), Route carried "on" structure: County highway 214, Year Built: 2018, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 8,142 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 9,690 (year 2040), Features Intersected: BEAR CABIN BRANCH, Facility Carried by Structure: CARRS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.121, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 78.7 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: 42.8 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 200000H-021601, Location: 1.7 MILES N OF MD 152 (Lat: 39.536400, Lng: -76.394642), Route carried "on" structure: County highway 214, Year Built: 2018, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 8,142 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 9,690 (year 2040), Features Intersected: BEAR CABIN BRANCH, Facility Carried by Structure: CARRS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.121, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 78.7 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: 42.8 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 200000H-022201, Location: 0.6 MILES W OF MD 543 (Lat: 39.550139, Lng: -76.334000), Route carried "on" structure: County highway 1054, Year Built: 2010, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 3,876 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 6,019 (year 2039), Design Load: HS 20, Features Intersected: BYNUM RUN, Facility Carried by Structure: SOUTHAMPTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.998, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Inventory Rating: 36.7 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: Meets minimum limits, 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: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 200000H-022201, Location: 0.6 MILES W OF MD 543 (Lat: 39.550139, Lng: -76.334000), Route carried "on" structure: County highway 1054, Year Built: 2010, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 3,876 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 6,019 (year 2039), Design Load: HS 20, Features Intersected: BYNUM RUN, Facility Carried by Structure: SOUTHAMPTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.998, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Inventory Rating: 36.7 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: Meets minimum limits, 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: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 200000H-022303, Location: 0.61 MILES W OF US RTE. 1 (Lat: 39.614572, Lng: -76.315494), Route carried "on" structure: County highway 190, Year Built: 1970, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 276 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 337 (year 2039), Features Intersected: TRIB / DEER CREEK, Facility Carried by Structure: KALMIA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Inventory Rating: 69.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 200000H-022303, Location: 0.61 MILES W OF US RTE. 1 (Lat: 39.614572, Lng: -76.315494), Route carried "on" structure: County highway 190, Year Built: 1970, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 276 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 337 (year 2039), Features Intersected: TRIB / DEER CREEK, Facility Carried by Structure: KALMIA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Fair, Inventory Rating: 69.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021