Bridge Statistics for Libertytown, Maryland (MD)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 66ft / 20.4mTotal length
- 27,343Total average daily traffic
- 2,133Total average daily truck traffic
- 34,116Total future (year 2026) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Libertytown
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 21930-1939
- 21950-1959
- 31960-1969
- 41980-1989
- 11990-1999
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 01950-1959
- 01960-1969
- 01970-1979
- 01980-1989
- 21990-1999
- Bridge Condition - Deck
- 33.3%Very good
- 16.7%Good
- 50.0%Satisfactory
- Bridge Condition - Superstructure
- 16.7%Good
- 83.3%Satisfactory
- Bridge Condition - Substructure
- 16.7%Very good
- 66.7%Satisfactory
- 16.7%Fair
- Bridge Condition - Channel
- 28.6%Very good
- 14.3%Good
- 35.7%Satisfactory
- 14.3%Fair
- 7.1%Poor
- Bridge Condition - Culverts
- 12.5%Very good
- 37.5%Good
- 50.0%Satisfactory
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Structure Number: 10000010002701, Location: 0.34 MILE EAST OF MD 31 (Lat: 39.482119, Lng: -77.227092), Route carried "on" structure: State highway 26, Year Built: 1932, Year Reconstructed: 1954, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 5,482 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 6,563 (year 2026), Design Load: H 20, Features Intersected: DOLLYHYDE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.814, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10000010002701, Location: 0.34 MILE EAST OF MD 31 (Lat: 39.482119, Lng: -77.227092), Route carried "on" structure: State highway 26, Year Built: 1932, Year Reconstructed: 1954, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 5,482 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 6,563 (year 2026), Design Load: H 20, Features Intersected: DOLLYHYDE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.814, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10000010004201, Location: 0.73 MI N OF MD 75FC (Lat: 39.447208, Lng: -77.248317), Route carried "on" structure: State highway 75, Year Built: 1968, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 4,752 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 5,652 (year 2026), Design Load: HS 20, Features Intersected: LINGANORE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.595, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10000010004201, Location: 0.73 MI N OF MD 75FC (Lat: 39.447208, Lng: -77.248317), Route carried "on" structure: State highway 75, Year Built: 1968, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 4,752 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 5,652 (year 2026), Design Load: HS 20, Features Intersected: LINGANORE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.595, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.7 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10000010009602, Location: 1.39 MILES NORTH OF MD 26 (Lat: 39.498825, Lng: -77.263714), Route carried "on" structure: State highway 550, Year Built: 1939, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,785 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 2,386 (year 2026), Design Load: H 20, Features Intersected: CABBAGE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.237, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 10000010009602, Location: 1.39 MILES NORTH OF MD 26 (Lat: 39.498825, Lng: -77.263714), Route carried "on" structure: State highway 550, Year Built: 1939, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,785 (year 2013), Truck Traffic: 8%, Average Future Daily Traffic: 2,386 (year 2026), Design Load: H 20, Features Intersected: CABBAGE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.237, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 10000010016703, Location: 0.22 M W OF BR NO 1016800 (Lat: 39.477947, Lng: -77.186067), Route carried "on" structure: State highway 26, Year Built: 1950, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 5,482 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 6,563 (year 2026), Design Load: H 20, Features Intersected: LINGANORE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.483, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 10000010016703, Location: 0.22 M W OF BR NO 1016800 (Lat: 39.477947, Lng: -77.186067), Route carried "on" structure: State highway 26, Year Built: 1950, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 5,482 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 6,563 (year 2026), Design Load: H 20, Features Intersected: LINGANORE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.483, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 10000010016803, Location: 0.58 M W ALBAUGH ROAD (Lat: 39.478381, Lng: -77.181872), Route carried "on" structure: State highway 26, Year Built: 1950, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 5,272 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 6,113 (year 2026), Design Load: H 20, Features Intersected: BRANCH OF LINGANORE CREE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.837, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 10000010016803, Location: 0.58 M W ALBAUGH ROAD (Lat: 39.478381, Lng: -77.181872), Route carried "on" structure: State highway 26, Year Built: 1950, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 5,272 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 6,113 (year 2026), Design Load: H 20, Features Intersected: BRANCH OF LINGANORE CREE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.837, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 200000F-080201, Location: 0.1 MI W OF EMERS BURR RD (Lat: 39.440531, Lng: -77.210692), Route carried "on" structure: County highway 427, Year Built: 1983, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 884 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 1,061 (year 2032), Design Load: HS 20+Mod, Features Intersected: SOUTH FORK LINGANORE CRK, Facility Carried by Structure: GLISSANS MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.666, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: 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: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 200000F-080201, Location: 0.1 MI W OF EMERS BURR RD (Lat: 39.440531, Lng: -77.210692), Route carried "on" structure: County highway 427, Year Built: 1983, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 884 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 1,061 (year 2032), Design Load: HS 20+Mod, Features Intersected: SOUTH FORK LINGANORE CRK, Facility Carried by Structure: GLISSANS MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.666, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: 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: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 200000F-081201, Location: 0.6 MI N OF EMERS BURR RD (Lat: 39.451783, Lng: -77.210117), Route carried "on" structure: County highway 432, Year Built: 1960, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 151 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 181 (year 2032), Features Intersected: NORTH FORK LINGANORE CRK, Facility Carried by Structure: DOLLYHYDE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.229, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 200000F-081201, Location: 0.6 MI N OF EMERS BURR RD (Lat: 39.451783, Lng: -77.210117), Route carried "on" structure: County highway 432, Year Built: 1960, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 151 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 181 (year 2032), Features Intersected: NORTH FORK LINGANORE CRK, Facility Carried by Structure: DOLLYHYDE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.229, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 200000F-081303, Location: 0.1 MILE WEST OF MD 75 (Lat: 39.465447, Lng: -77.249339), Route carried "on" structure: County highway 1022, Year Built: 1997, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 125 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 150 (year 2032), Features Intersected: TOWN BRANCH, Facility Carried by Structure: ARLINGTON MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Very 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: April 2020
Structure Number: 200000F-081303, Location: 0.1 MILE WEST OF MD 75 (Lat: 39.465447, Lng: -77.249339), Route carried "on" structure: County highway 1022, Year Built: 1997, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 125 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 150 (year 2032), Features Intersected: TOWN BRANCH, Facility Carried by Structure: ARLINGTON MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.002, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Very 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: April 2020
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Structure Number: 200000F-082003, Location: 0.2 MI WEST OF MD 75 (Lat: 39.457308, Lng: -77.252453), Route carried "on" structure: County highway 429, Year Built: 1982, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 176 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 211 (year 2032), Features Intersected: TOWN BRANCH, Facility Carried by Structure: ARTIE KEMP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 0.0m
Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 63.5 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 200000F-082003, Location: 0.2 MI WEST OF MD 75 (Lat: 39.457308, Lng: -77.252453), Route carried "on" structure: County highway 429, Year Built: 1982, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 176 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 211 (year 2032), Features Intersected: TOWN BRANCH, Facility Carried by Structure: ARTIE KEMP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 0.0m
Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 63.5 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 200000F-082103, Location: 1.0 MI SOUTH OF MD RTE 26 (Lat: 39.470731, Lng: -77.228525), Route carried "on" structure: County highway 432, Year Built: 1982, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 160 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 192 (year 2032), Features Intersected: DOLLYHYDE CREEK, Facility Carried by Structure: DOLLYHYDE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.641, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 0.0m
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 71.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: April 2021
Structure Number: 200000F-082103, Location: 1.0 MI SOUTH OF MD RTE 26 (Lat: 39.470731, Lng: -77.228525), Route carried "on" structure: County highway 432, Year Built: 1982, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 160 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 192 (year 2032), Features Intersected: DOLLYHYDE CREEK, Facility Carried by Structure: DOLLYHYDE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.641, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 0.0m
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 71.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: April 2021
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Structure Number: 200000F-180102, Location: AT TALBOT RUN RD INTERSEC (Lat: 39.458661, Lng: -77.177133), Route carried "on" structure: County highway 407, Year Built: 1961, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 890 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 2,057 (year 2036), Design Load: H 20, Features Intersected: TALBOT BRANCH, Facility Carried by Structure: WOODVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.462, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 0.0m
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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: April 2021
Structure Number: 200000F-180102, Location: AT TALBOT RUN RD INTERSEC (Lat: 39.458661, Lng: -77.177133), Route carried "on" structure: County highway 407, Year Built: 1961, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 890 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 2,057 (year 2036), Design Load: H 20, Features Intersected: TALBOT BRANCH, Facility Carried by Structure: WOODVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.462, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 0.0m
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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: April 2021
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Structure Number: 200000F-190103, Location: 0.4 MI S OF WOODVILLE RD (Lat: 39.457889, Lng: -77.191606), Route carried "on" structure: County highway 433, Year Built: 1982, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 139 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 426 (year 2036), Features Intersected: TALBOT BRANCH, Facility Carried by Structure: EMERSON BURRIER RO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.237, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 0.0m
Condition: Channel: Good, Culverts: Very good, Inventory Rating: 81.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
Structure Number: 200000F-190103, Location: 0.4 MI S OF WOODVILLE RD (Lat: 39.457889, Lng: -77.191606), Route carried "on" structure: County highway 433, Year Built: 1982, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 139 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 426 (year 2036), Features Intersected: TALBOT BRANCH, Facility Carried by Structure: EMERSON BURRIER RO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.237, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 0.0m
Condition: Channel: Good, Culverts: Very good, Inventory Rating: 81.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021
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Structure Number: 200000F-190401, Location: AT WOODVILLE RD INT (Lat: 39.475344, Lng: -77.186642), Route carried "on" structure: County highway 440, Year Built: 1929, Year Reconstructed: 2003, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 785 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 1,983 (year 2036), Features Intersected: TRIB. OF LINGANORE CREEK, Facility Carried by Structure: UNIONVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.434, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, 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: 200000F-190401, Location: AT WOODVILLE RD INT (Lat: 39.475344, Lng: -77.186642), Route carried "on" structure: County highway 440, Year Built: 1929, Year Reconstructed: 2003, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 785 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 1,983 (year 2036), Features Intersected: TRIB. OF LINGANORE CREEK, Facility Carried by Structure: UNIONVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.434, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, 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: 200000F-190501, Location: AT BLACK ANKLE RD INT (Lat: 39.468892, Lng: -77.169583), Route carried "on" structure: County highway 440, Year Built: 1929, Year Reconstructed: 2002, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 260 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 578 (year 2027), Features Intersected: WELDON CREEK, Facility Carried by Structure: UNIONVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.124, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 48.5 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, 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: 200000F-190501, Location: AT BLACK ANKLE RD INT (Lat: 39.468892, Lng: -77.169583), Route carried "on" structure: County highway 440, Year Built: 1929, Year Reconstructed: 2002, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 260 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 578 (year 2027), Features Intersected: WELDON CREEK, Facility Carried by Structure: UNIONVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.124, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 48.5 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, 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