Bridge Statistics for Brandywine, Maryland (MD)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 135ft / 40.7mTotal length
- $797,113,000Total costs
- 336,391Total average daily traffic
- 21,959Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Brandywine
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 41950-1959
- 11960-1969
- 11980-1989
- 62000-2009
- 52010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 01980-1989
- 21990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 15.4%Very good
- 53.8%Good
- 30.8%Satisfactory
- Bridge Condition - Superstructure
- 46.2%Very good
- 23.1%Good
- 30.8%Satisfactory
- Bridge Condition - Substructure
- 23.1%Very good
- 53.8%Good
- 23.1%Satisfactory
- Bridge Condition - Channel
- 13.3%Very good
- 46.7%Good
- 40.0%Satisfactory
- Bridge Condition - Culverts
- 25.0%Very good
- 25.0%Good
- 50.0%Satisfactory
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Structure Number: 10000016005601, Location: 0.30 MILE SOUTH OF MD 381 (Lat: 38.696069, Lng: -76.872211), Route carried "on" structure: US 301, Year Built: 1950, Year Reconstructed: 1984, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 30,642 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 35,330 (year 2026), Design Load: HS 20, Features Intersected: MD 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.317, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 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: 4.85m (15.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $371,000, Roadway Improvement Cost: $37,000, Total Project Cost: $408,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10000016005601, Location: 0.30 MILE SOUTH OF MD 381 (Lat: 38.696069, Lng: -76.872211), Route carried "on" structure: US 301, Year Built: 1950, Year Reconstructed: 1984, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 30,642 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 35,330 (year 2026), Design Load: HS 20, Features Intersected: MD 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.317, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 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: 4.85m (15.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $371,000, Roadway Improvement Cost: $37,000, Total Project Cost: $408,000, 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: 100000160057011, Location: 0.66 MI N OF CHARLES CO (Lat: 38.667322, Lng: -76.875636), Route carried "on" structure: US 301, Year Built: 1950, Year Reconstructed: 1990, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 82,362 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 42,207 (year 2026), Features Intersected: TIMOTHY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.049, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100000160057011, Location: 0.66 MI N OF CHARLES CO (Lat: 38.667322, Lng: -76.875636), Route carried "on" structure: US 301, Year Built: 1950, Year Reconstructed: 1990, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 82,362 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 42,207 (year 2026), Features Intersected: TIMOTHY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.049, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 100000160057012, Location: 0.66 MI N OF CHARLES CO (Lat: 38.667444, Lng: -76.875936), Route carried "on" structure: US 301, Year Built: 1950, Year Reconstructed: 1990, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 82,362 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 42,207 (year 2026), Design Load: HS 20, Features Intersected: TIMOTHY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.049, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100000160057012, Location: 0.66 MI N OF CHARLES CO (Lat: 38.667444, Lng: -76.875936), Route carried "on" structure: US 301, Year Built: 1950, Year Reconstructed: 1990, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 82,362 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 42,207 (year 2026), Design Load: HS 20, Features Intersected: TIMOTHY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.049, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.7m (51.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10000016019601, Location: 2.13 MILES N OF MD 373 (Lat: 38.731242, Lng: -76.881508), Route carried "on" structure: State highway 5, Year Built: 1969, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 32,251 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 37,185 (year 2026), Design Load: HS 20, Features Intersected: PISCATAWAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.351, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10000016019601, Location: 2.13 MILES N OF MD 373 (Lat: 38.731242, Lng: -76.881508), Route carried "on" structure: State highway 5, Year Built: 1969, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 32,251 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 37,185 (year 2026), Design Load: HS 20, Features Intersected: PISCATAWAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.351, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10000016030401, Location: 9 MI S OF I95/495 (Lat: 38.704850, Lng: -76.877422), Route carried "on" structure: Ramp Other road , Year Built: 2018, Status: Open, Structure Length: 7.06m (23.16ft), Average Daily Traffic: 17,425 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 40,625 (year 2033), Features Intersected: MD 5, Facility Carried by Structure: SPINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 6, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 27.8m (91.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 53.5 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: 42.1 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: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10000016030401, Location: 9 MI S OF I95/495 (Lat: 38.704850, Lng: -76.877422), Route carried "on" structure: Ramp Other road , Year Built: 2018, Status: Open, Structure Length: 7.06m (23.16ft), Average Daily Traffic: 17,425 (year 2013), Truck Traffic: 10%, Average Future Daily Traffic: 40,625 (year 2033), Features Intersected: MD 5, Facility Carried by Structure: SPINE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 6, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 27.8m (91.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 53.5 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: 42.1 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: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 10000016030501, Location: 325' North of Kathleen La (Lat: 38.697150, Lng: -76.855572), Route carried "on" structure: State highway 381, Year Built: 2018, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 9,000 (year 2015), Average Future Daily Traffic: 16,900 (year 2035), Features Intersected: TIMOTHY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.448, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 7 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 55.1 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: 42.1 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Other
Structure Number: 10000016030501, Location: 325' North of Kathleen La (Lat: 38.697150, Lng: -76.855572), Route carried "on" structure: State highway 381, Year Built: 2018, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 9,000 (year 2015), Average Future Daily Traffic: 16,900 (year 2035), Features Intersected: TIMOTHY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.448, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 7 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 55.1 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: 42.1 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Other
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Structure Number: 200000CH000101, Location: ON CHARLES COUNTY LINE (Lat: 38.653139, Lng: -76.913444), Route carried "on" structure: County highway 57, Year Built: 2001, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 400 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 8,383 (year 2035), Design Load: HS 20, Features Intersected: MATTAWOMAN CREEK, Facility Carried by Structure: ACTON LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 58.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 200000CH000101, Location: ON CHARLES COUNTY LINE (Lat: 38.653139, Lng: -76.913444), Route carried "on" structure: County highway 57, Year Built: 2001, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 400 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 8,383 (year 2035), Design Load: HS 20, Features Intersected: MATTAWOMAN CREEK, Facility Carried by Structure: ACTON LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 58.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,000, Total Project Cost: $1,000, 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: 200000P-040301, Location: 1.11 MILES SW OF MD 382 (Lat: 38.692906, Lng: -76.746736), Route carried "on" structure: County highway 229, Year Built: 2013, Status: Open, Structure Length: 2.31m (7.58ft), Average Daily Traffic: 797 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 1,190 (year 2041), Features Intersected: ROCK CREEK, Facility Carried by Structure: BADEN NAYLOR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.328, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 96.9 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: 81.3 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: Better than 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 200000P-040301, Location: 1.11 MILES SW OF MD 382 (Lat: 38.692906, Lng: -76.746736), Route carried "on" structure: County highway 229, Year Built: 2013, Status: Open, Structure Length: 2.31m (7.58ft), Average Daily Traffic: 797 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 1,190 (year 2041), Features Intersected: ROCK CREEK, Facility Carried by Structure: BADEN NAYLOR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.328, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 96.9 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: 81.3 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: Better than 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: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 200000P-040701, Location: 1.14 MI EAST OF US 301 (Lat: 38.659989, Lng: -76.856319), Route carried "on" structure: County highway 185, Year Built: 2017, Status: Open, Structure Length: 1.66m (5.45ft), Average Daily Traffic: 4,441 (year 2015), Truck Traffic: 20%, Average Future Daily Traffic: 6,599 (year 2035), Features Intersected: MATTAWOMAN CREEK, Facility Carried by Structure: CEDARVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.339, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.8 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: 36.9 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: 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 200000P-040701, Location: 1.14 MI EAST OF US 301 (Lat: 38.659989, Lng: -76.856319), Route carried "on" structure: County highway 185, Year Built: 2017, Status: Open, Structure Length: 1.66m (5.45ft), Average Daily Traffic: 4,441 (year 2015), Truck Traffic: 20%, Average Future Daily Traffic: 6,599 (year 2035), Features Intersected: MATTAWOMAN CREEK, Facility Carried by Structure: CEDARVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.339, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.8 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: 36.9 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: 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 200000P-047502, Location: 0.1 MILES WEST OF US 301 (Lat: 38.674481, Lng: -76.878583), Route carried "on" structure: County highway 6554, Year Built: 2002, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,700 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 4,012 (year 2035), Features Intersected: TRIB TO TIMOTHY BRANCH, Facility Carried by Structure: CHADDS FORD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Concrete, 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: 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: 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: 200000P-047502, Location: 0.1 MILES WEST OF US 301 (Lat: 38.674481, Lng: -76.878583), Route carried "on" structure: County highway 6554, Year Built: 2002, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,700 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 4,012 (year 2035), Features Intersected: TRIB TO TIMOTHY BRANCH, Facility Carried by Structure: CHADDS FORD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Concrete, 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: 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: 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: 200000P-047602, Location: 0.3 MILES WEST OF US 301 (Lat: 38.675981, Lng: -76.881825), Route carried "on" structure: County highway 6554, Year Built: 2002, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,700 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 4,012 (year 2035), Features Intersected: TRIB TO TIMOTHY BRANCH, Facility Carried by Structure: CHADDS FORD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, 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: July 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 200000P-047602, Location: 0.3 MILES WEST OF US 301 (Lat: 38.675981, Lng: -76.881825), Route carried "on" structure: County highway 6554, Year Built: 2002, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,700 (year 2015), Truck Traffic: 3%, Average Future Daily Traffic: 4,012 (year 2035), Features Intersected: TRIB TO TIMOTHY BRANCH, Facility Carried by Structure: CHADDS FORD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Satisfactory, 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: July 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200000P-047703, Location: 1.0 MI FROM MD 210 (Lat: 38.642650, Lng: -77.027639), Route carried "on" structure: County highway 5979, Year Built: 2000, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 1,185 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 1,761 (year 2035), Features Intersected: TRIB TO MATTAWOMAN CR, Facility Carried by Structure: BOHAC LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 200000P-047703, Location: 1.0 MI FROM MD 210 (Lat: 38.642650, Lng: -77.027639), Route carried "on" structure: County highway 5979, Year Built: 2000, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 1,185 (year 2015), Truck Traffic: 2%, Average Future Daily Traffic: 1,761 (year 2035), Features Intersected: TRIB TO MATTAWOMAN CR, Facility Carried by Structure: BOHAC LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200000P-048401, Location: .26 MI W OF US 301 / MD 5 (Lat: 38.664469, Lng: -76.879253), Route carried "on" structure: County highway 3853, Year Built: 1986, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 4,806 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 7,145 (year 2039), Design Load: HS 20, Features Intersected: TIMOTHY BRANCH, Facility Carried by Structure: MCKENDREE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 2, Owner: County 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: 23.2m (76.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Inventory Rating: 61.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 200000P-048401, Location: .26 MI W OF US 301 / MD 5 (Lat: 38.664469, Lng: -76.879253), Route carried "on" structure: County highway 3853, Year Built: 1986, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 4,806 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 7,145 (year 2039), Design Load: HS 20, Features Intersected: TIMOTHY BRANCH, Facility Carried by Structure: MCKENDREE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 2, Owner: County 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: 23.2m (76.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Inventory Rating: 61.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 200000P-048501, Location: .2 MI S OF FLORAL PARK RD (Lat: 38.704536, Lng: -76.922022), Route carried "on" structure: County highway 817, Year Built: 2016, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 1,406 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,894 (year 2041), Features Intersected: BURCH BRANCH, Facility Carried by Structure: S SPRINGFIELD ROAD
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), Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 56.4 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: 43.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 200000P-048501, Location: .2 MI S OF FLORAL PARK RD (Lat: 38.704536, Lng: -76.922022), Route carried "on" structure: County highway 817, Year Built: 2016, Status: Open, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 1,406 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 1,894 (year 2041), Features Intersected: BURCH BRANCH, Facility Carried by Structure: S SPRINGFIELD ROAD
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), Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 56.4 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: 43.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: 200000P-048601, Location: 0.27 M N OF NAYLOR BDN RD (Lat: 38.693581, Lng: -76.752367), Route carried "on" structure: County highway 140, Year Built: 2005, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 722 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 1,080 (year 2039), Design Load: HS 20, Features Intersected: ROCK CREEK, Facility Carried by Structure: MOLLY BERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.728, 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: 18.9m (62.0ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 200000P-048601, Location: 0.27 M N OF NAYLOR BDN RD (Lat: 38.693581, Lng: -76.752367), Route carried "on" structure: County highway 140, Year Built: 2005, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 722 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 1,080 (year 2039), Design Load: HS 20, Features Intersected: ROCK CREEK, Facility Carried by Structure: MOLLY BERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.728, 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: 18.9m (62.0ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 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: 200000P-049101, Location: 0.79 M N OF NORTH KEY RD (Lat: 38.719258, Lng: -76.796056), Route carried "on" structure: County highway 168, Year Built: 2000, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,249 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 1,860 (year 2039), Design Load: HS 20, Features Intersected: MATAPONI CREEK, Facility Carried by Structure: CROSS ROAD TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.271, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 81.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 200000P-049101, Location: 0.79 M N OF NORTH KEY RD (Lat: 38.719258, Lng: -76.796056), Route carried "on" structure: County highway 168, Year Built: 2000, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,249 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 1,860 (year 2039), Design Load: HS 20, Features Intersected: MATAPONI CREEK, Facility Carried by Structure: CROSS ROAD TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.271, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 81.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 200000P-058001, Location: .74 MI E FRANK TIPPETT RD (Lat: 38.746164, Lng: -76.846536), Route carried "on" structure: County highway 4080, Year Built: 1935, Year Reconstructed: 2015, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 2,751 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 4,090 (year 2038), Features Intersected: PISCATAWAY CREEK, Facility Carried by Structure: COMMO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.191, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 83.3 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: Better than present minimum criteria, 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: 7.62m (25.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $429,100,000, Roadway Improvement Cost: $367,604,000, Total Project Cost: $796,704,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 200000P-058001, Location: .74 MI E FRANK TIPPETT RD (Lat: 38.746164, Lng: -76.846536), Route carried "on" structure: County highway 4080, Year Built: 1935, Year Reconstructed: 2015, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 2,751 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 4,090 (year 2038), Features Intersected: PISCATAWAY CREEK, Facility Carried by Structure: COMMO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.191, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 83.3 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: Better than present minimum criteria, 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: 7.62m (25.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $429,100,000, Roadway Improvement Cost: $367,604,000, Total Project Cost: $796,704,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 10000016005601, Location: 0.38 MILE SOUTH OF MD 373 (Lat: 38.696069, Lng: -76.872211), Route carried "under" structure: State highway 5, Year Built: 1950, Structure Length: 0. m, Average Daily Traffic: 59,192 (year 2009), Features Intersected: MD 5, Facility Carried by Structure: US 301 SB
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 4.312, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft)
Structure Number: 10000016005601, Location: 0.38 MILE SOUTH OF MD 373 (Lat: 38.696069, Lng: -76.872211), Route carried "under" structure: State highway 5, Year Built: 1950, Structure Length: 0. m, Average Daily Traffic: 59,192 (year 2009), Features Intersected: MD 5, Facility Carried by Structure: US 301 SB
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 4.312, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft)