Bridge Statistics for Clinton, Maryland (MD)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 184ft / 55.7mTotal length
- $975,000Total costs
- 502,721Total average daily traffic
- 42,139Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Clinton
- No street view available for this location
- New bridges - historical statistics
- 51950-1959
- 11960-1969
- 31970-1979
- 31980-1989
- 71990-1999
- 22000-2009
- Reconstructed bridges - Historical Statistics
- 21960-1969
- 01970-1979
- 11980-1989
- 01990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 10.0%Very good
- 50.0%Good
- 10.0%Satisfactory
- 30.0%Fair
- Bridge Condition - Superstructure
- 54.5%Good
- 36.4%Satisfactory
- 9.1%Poor
- Bridge Condition - Substructure
- 63.6%Good
- 27.3%Satisfactory
- 9.1%Fair
- Bridge Condition - Channel
- 25.0%Good
- 37.5%Satisfactory
- 31.3%Fair
- 6.3%Poor
- Bridge Condition - Culverts
- 12.5%Very good
- 25.0%Good
- 50.0%Satisfactory
- 12.5%Fair
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Structure Number: 10000016001301, Location: 2.13 MILES N OF MD 373 (Lat: 38.731344, Lng: -76.881892), Route carried "on" structure: State highway 5, Year Built: 1956, Status: Open, Structure Length: 2.93m (9.61ft), 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: 14.6m (47.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 67.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable 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: Bituminous
Structure Number: 10000016001301, Location: 2.13 MILES N OF MD 373 (Lat: 38.731344, Lng: -76.881892), Route carried "on" structure: State highway 5, Year Built: 1956, Status: Open, Structure Length: 2.93m (9.61ft), 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: 14.6m (47.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 67.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable 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: Bituminous
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Structure Number: 10000016018202, Location: 1.2 MILES SOUTH OF MD 223 (Lat: 38.751656, Lng: -76.879269), Route carried "on" structure: State highway 5, Year Built: 1955, Year Reconstructed: 1969, Status: Open, Structure Length: 10.76m (35.30ft), Average Daily Traffic: 73,482 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 84,068 (year 2026), Design Load: HS 20, Features Intersected: BR OF PISCATAWAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.700, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 47.2m (154.9ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
Structure Number: 10000016018202, Location: 1.2 MILES SOUTH OF MD 223 (Lat: 38.751656, Lng: -76.879269), Route carried "on" structure: State highway 5, Year Built: 1955, Year Reconstructed: 1969, Status: Open, Structure Length: 10.76m (35.30ft), Average Daily Traffic: 73,482 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 84,068 (year 2026), Design Load: HS 20, Features Intersected: BR OF PISCATAWAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.700, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 47.2m (154.9ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 2.7m (8.9ft)
Condition: Channel: Satisfactory, Culverts: Good, 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021
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Structure Number: 100000160249011, Location: 2.83 MILES S OF MD 337 (Lat: 38.767994, Lng: -76.884686), Route carried "on" structure: State highway 5, Year Built: 1992, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 97,872 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 120,742 (year 2029), Design Load: HS 20, Features Intersected: MD 223
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.605, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 57.6m (189.0ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 72.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.1 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, Underclear: Equal to 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100000160249011, Location: 2.83 MILES S OF MD 337 (Lat: 38.767994, Lng: -76.884686), Route carried "on" structure: State highway 5, Year Built: 1992, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 97,872 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 120,742 (year 2029), Design Load: HS 20, Features Intersected: MD 223
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.605, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 57.6m (189.0ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 72.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.1 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, Underclear: Equal to 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 100000160249012, Location: 2.83 MILES S OF MD 337 (Lat: 38.768400, Lng: -76.885103), Route carried "on" structure: State highway 5, Year Built: 1992, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 97,872 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 120,742 (year 2029), Design Load: HS 20, Features Intersected: MD 223
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.605, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 57.6m (189.0ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 72.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.1 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, Underclear: Equal to 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100000160249012, Location: 2.83 MILES S OF MD 337 (Lat: 38.768400, Lng: -76.885103), Route carried "on" structure: State highway 5, Year Built: 1992, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 97,872 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 120,742 (year 2029), Design Load: HS 20, Features Intersected: MD 223
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.605, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 57.6m (189.0ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.6m (54.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 72.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.1 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, Underclear: Equal to 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 10000016025701, Location: 1.66 MILES S OF MD 337 (Lat: 38.782817, Lng: -76.894178), Route carried "on" structure: State highway 5, Year Built: 1999, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 107,592 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 120,491 (year 2026), Design Load: HS 25 or greater, Features Intersected: COVENTRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.513, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 38.4m (126.0ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 66.4m (217.8ft), Curb-To-Curb Width: 38.4m (126.0ft), Out-to-Out Width: 39.6m (129.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10000016025701, Location: 1.66 MILES S OF MD 337 (Lat: 38.782817, Lng: -76.894178), Route carried "on" structure: State highway 5, Year Built: 1999, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 107,592 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 120,491 (year 2026), Design Load: HS 25 or greater, Features Intersected: COVENTRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.513, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 38.4m (126.0ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 66.4m (217.8ft), Curb-To-Curb Width: 38.4m (126.0ft), Out-to-Out Width: 39.6m (129.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 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: 200000P-029004, Location: 0.2 M W OF LOTTSFORD RD (Lat: 38.930600, Lng: -76.825742), Route carried "on" structure: County highway 65, Year Built: 2000, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 5,250 (year 2019), Truck Traffic: 30%, Average Future Daily Traffic: 7,800 (year 2039), Design Load: HS 25 or greater, Features Intersected: BALD HILL BRANCH, Facility Carried by Structure: YELLOWWOOD LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 62.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
Structure Number: 200000P-029004, Location: 0.2 M W OF LOTTSFORD RD (Lat: 38.930600, Lng: -76.825742), Route carried "on" structure: County highway 65, Year Built: 2000, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 5,250 (year 2019), Truck Traffic: 30%, Average Future Daily Traffic: 7,800 (year 2039), Design Load: HS 25 or greater, Features Intersected: BALD HILL BRANCH, Facility Carried by Structure: YELLOWWOOD LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 62.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
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Structure Number: 200000P-040103, Location: 1.77 MILES EAST OF MD 223 (Lat: 38.708872, Lng: -76.935944), Route carried "on" structure: County highway 225, Year Built: 1952, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 5,192 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 7,725 (year 2039), Features Intersected: BURCH BRANCH, Facility Carried by Structure: FLORAL PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.907, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 7 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 78.5 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.31m (20.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 200000P-040103, Location: 1.77 MILES EAST OF MD 223 (Lat: 38.708872, Lng: -76.935944), Route carried "on" structure: County highway 225, Year Built: 1952, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 5,192 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 7,725 (year 2039), Features Intersected: BURCH BRANCH, Facility Carried by Structure: FLORAL PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.907, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 7 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 78.5 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.31m (20.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 200000P-048801, Location: 0.12 MI N OF FLORAL PK DR (Lat: 38.709556, Lng: -76.939444), Route carried "on" structure: County highway 145, Year Built: 1974, Status: Posted for load, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 3,434 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 5,108 (year 2041), Design Load: HS 20, Features Intersected: PISCATAWAY CREEK, Facility Carried by Structure: WINDBROOK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, 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: 3, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 64.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.26m (10.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 200000P-048801, Location: 0.12 MI N OF FLORAL PK DR (Lat: 38.709556, Lng: -76.939444), Route carried "on" structure: County highway 145, Year Built: 1974, Status: Posted for load, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 3,434 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 5,108 (year 2041), Design Load: HS 20, Features Intersected: PISCATAWAY CREEK, Facility Carried by Structure: WINDBROOK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, 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: 3, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 64.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.26m (10.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $3,000, Roadway Improvement Cost: $1,000, Total Project Cost: $4,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 200000P-048902, Location: 0.11 MI N OF WINDBROOK DR (Lat: 38.712036, Lng: -76.938578), Route carried "on" structure: County highway 1450, Year Built: 1989, Status: Posted for load, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 8,847 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 13,150 (year 2036), Features Intersected: TRIB TO PISCATAWAY CREEK, Facility Carried by Structure: THRIFT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.547, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
Structure Number: 200000P-048902, Location: 0.11 MI N OF WINDBROOK DR (Lat: 38.712036, Lng: -76.938578), Route carried "on" structure: County highway 1450, Year Built: 1989, Status: Posted for load, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 8,847 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 13,150 (year 2036), Features Intersected: TRIB TO PISCATAWAY CREEK, Facility Carried by Structure: THRIFT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.547, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 4.0m (13.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021
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Structure Number: 200000P-049001, Location: 0.59 MI N OF MD RTE 223 (Lat: 38.714253, Lng: -76.971033), Route carried "on" structure: County highway 144, Year Built: 1989, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 3,793 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 5,641 (year 2041), Design Load: HS 20, Features Intersected: TINKERS CREEK, Facility Carried by Structure: GALLAHAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.108, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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: 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-049001, Location: 0.59 MI N OF MD RTE 223 (Lat: 38.714253, Lng: -76.971033), Route carried "on" structure: County highway 144, Year Built: 1989, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 3,793 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 5,641 (year 2041), Design Load: HS 20, Features Intersected: TINKERS CREEK, Facility Carried by Structure: GALLAHAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.108, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 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: 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-049501, Location: 2.27 MILES N OF MD 5 (Lat: 38.727928, Lng: -76.896117), Route carried "on" structure: County highway 599, Year Built: 1955, Year Reconstructed: 1989, Status: Posted for load, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 7,268 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 10,800 (year 2039), Features Intersected: PISCATAWAY CREEK, Facility Carried by Structure: BRANDYWINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.376, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $510,000, Roadway Improvement Cost: $204,000, Total Project Cost: $714,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 200000P-049501, Location: 2.27 MILES N OF MD 5 (Lat: 38.727928, Lng: -76.896117), Route carried "on" structure: County highway 599, Year Built: 1955, Year Reconstructed: 1989, Status: Posted for load, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 7,268 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 10,800 (year 2039), Features Intersected: PISCATAWAY CREEK, Facility Carried by Structure: BRANDYWINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.376, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 58.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $510,000, Roadway Improvement Cost: $204,000, Total Project Cost: $714,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200000P-050602, Location: 1.5 MI NORTH OF MD 223 (Lat: 38.778450, Lng: -76.894750), Route carried "on" structure: County highway 997, Year Built: 1968, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,057 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 3,060 (year 2039), Design Load: HS 20, Features Intersected: TRIB TO PEA HILL BRANCH, Facility Carried by Structure: SPRINGBROOK 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: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Inventory Rating: 73.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $2,000, Total Project Cost: $22,000
Structure Number: 200000P-050602, Location: 1.5 MI NORTH OF MD 223 (Lat: 38.778450, Lng: -76.894750), Route carried "on" structure: County highway 997, Year Built: 1968, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,057 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 3,060 (year 2039), Design Load: HS 20, Features Intersected: TRIB TO PEA HILL BRANCH, Facility Carried by Structure: SPRINGBROOK 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: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Fair, Culverts: Satisfactory, Inventory Rating: 73.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $2,000, Total Project Cost: $22,000
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Structure Number: 200000P-051702, Location: .2 MI W OF BRANDYWINE RD (Lat: 38.765536, Lng: -76.898569), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 550 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 817 (year 2037), Features Intersected: TRIB TO PISCATAWAY CREEK, Facility Carried by Structure: SUMMERSWEET DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Very good, 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 desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
Structure Number: 200000P-051702, Location: .2 MI W OF BRANDYWINE RD (Lat: 38.765536, Lng: -76.898569), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 550 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 817 (year 2037), Features Intersected: TRIB TO PISCATAWAY CREEK, Facility Carried by Structure: SUMMERSWEET DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, Culverts: Very good, 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 desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021
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Structure Number: 200000P-056803, Location: 0.2 MI WEST OF MD 5 (Lat: 38.751517, Lng: -76.883269), Route carried "on" structure: County highway 920, Year Built: 1993, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,290 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 1,915 (year 2039), Design Load: HS 20, Features Intersected: TRIB TO PISCATAWAY CREEK, Facility Carried by Structure: STUART LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
Structure Number: 200000P-056803, Location: 0.2 MI WEST OF MD 5 (Lat: 38.751517, Lng: -76.883269), Route carried "on" structure: County highway 920, Year Built: 1993, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,290 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 1,915 (year 2039), Design Load: HS 20, Features Intersected: TRIB TO PISCATAWAY CREEK, Facility Carried by Structure: STUART LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.98m (3.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021
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Structure Number: 200000P-057402, Location: 0.2 MI N OF SURRATTS ROAD (Lat: 38.752211, Lng: -76.878444), Route carried "on" structure: County highway 4869, Year Built: 1988, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 3,805 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 5,660 (year 2039), Design Load: HS 20, Features Intersected: TRIB TO PISCATAWAY CREEK, Facility Carried by Structure: FOX RUN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m
Condition: Channel: Good, Culverts: Good, Inventory Rating: 85.3 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: January 2021
Structure Number: 200000P-057402, Location: 0.2 MI N OF SURRATTS ROAD (Lat: 38.752211, Lng: -76.878444), Route carried "on" structure: County highway 4869, Year Built: 1988, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 3,805 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 5,660 (year 2039), Design Load: HS 20, Features Intersected: TRIB TO PISCATAWAY CREEK, Facility Carried by Structure: FOX RUN DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m
Condition: Channel: Good, Culverts: Good, Inventory Rating: 85.3 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: January 2021
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Structure Number: 200000P-057502, Location: 0.06 MI W OF MD 5 (Lat: 38.750553, Lng: -76.880975), Route carried "on" structure: County highway 130, Year Built: 1955, Year Reconstructed: 1969, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 8,171 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 12,150 (year 2039), Design Load: HS 20, Features Intersected: TRIB OF PISCATAWAY CREEK, Facility Carried by Structure: SURRATTS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.841, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
Structure Number: 200000P-057502, Location: 0.06 MI W OF MD 5 (Lat: 38.750553, Lng: -76.880975), Route carried "on" structure: County highway 130, Year Built: 1955, Year Reconstructed: 1969, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 8,171 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 12,150 (year 2039), Design Load: HS 20, Features Intersected: TRIB OF PISCATAWAY CREEK, Facility Carried by Structure: SURRATTS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.841, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)
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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021
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Structure Number: 200000P-057901, Location: 0.03 MI N OF ARMOR DRIVE (Lat: 38.751883, Lng: -76.918653), Route carried "on" structure: County highway 4056, Year Built: 1974, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 270 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 410 (year 2039), Design Load: HS 20, Features Intersected: BUTLER BRANCH, Facility Carried by Structure: DERRICK PLACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Inventory Rating: 68.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 200000P-057901, Location: 0.03 MI N OF ARMOR DRIVE (Lat: 38.751883, Lng: -76.918653), Route carried "on" structure: County highway 4056, Year Built: 1974, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 270 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 410 (year 2039), Design Load: HS 20, Features Intersected: BUTLER BRANCH, Facility Carried by Structure: DERRICK PLACE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Inventory Rating: 68.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: 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: April 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 200000P-058601, Location: 1.73 MILES E OF MD 5 (Lat: 38.736547, Lng: -76.860028), Route carried "on" structure: County highway 130, Year Built: 1975, Year Reconstructed: 2017, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 5,824 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 8,923 (year 2041), Features Intersected: PISCATAWAY CREEK, Facility Carried by Structure: SURRATTS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.944, 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: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 0.0m, Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.3 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.53m (8.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $204,000, Roadway Improvement Cost: $31,000, Total Project Cost: $235,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 200000P-058601, Location: 1.73 MILES E OF MD 5 (Lat: 38.736547, Lng: -76.860028), Route carried "on" structure: County highway 130, Year Built: 1975, Year Reconstructed: 2017, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 5,824 (year 2021), Truck Traffic: 10%, Average Future Daily Traffic: 8,923 (year 2041), Features Intersected: PISCATAWAY CREEK, Facility Carried by Structure: SURRATTS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.944, 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: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 0.0m, Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.3 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.53m (8.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $204,000, Roadway Improvement Cost: $31,000, Total Project Cost: $235,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 200000P-058704, Location: 0.2 MI E OF SUMMIT CK DR (Lat: 38.748031, Lng: -76.883664), Route carried "on" structure: County highway 5972, Year Built: 1998, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 1,537 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 2,285 (year 2041), Design Load: HS 20, Features Intersected: TRIB TO PISCATAWAY CREEK, Facility Carried by Structure: SERENADE LANE
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), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 74.4 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 200000P-058704, Location: 0.2 MI E OF SUMMIT CK DR (Lat: 38.748031, Lng: -76.883664), Route carried "on" structure: County highway 5972, Year Built: 1998, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 1,537 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 2,285 (year 2041), Design Load: HS 20, Features Intersected: TRIB TO PISCATAWAY CREEK, Facility Carried by Structure: SERENADE LANE
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), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 25.6m (84.0ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 74.4 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 100000160249011, Location: 0.64 M N OF CLINTON ST (Lat: 38.767994, Lng: -76.884686), Route carried "under" structure: State highway 223, Year Built: 1992, Structure Length: 0. m, Average Daily Traffic: 18,182 (year 2009), Truck Traffic: 8%, Features Intersected: ND 223, Facility Carried by Structure: MD 5 NBR
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 11.987, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 57.6m (189.0ft)
Structure Number: 100000160249011, Location: 0.64 M N OF CLINTON ST (Lat: 38.767994, Lng: -76.884686), Route carried "under" structure: State highway 223, Year Built: 1992, Structure Length: 0. m, Average Daily Traffic: 18,182 (year 2009), Truck Traffic: 8%, Features Intersected: ND 223, Facility Carried by Structure: MD 5 NBR
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 11.987, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 57.6m (189.0ft)
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Structure Number: 100000160249012, Location: 0.64 M N OF CLINTON ST (Lat: 38.768400, Lng: -76.885103), Route carried "under" structure: State highway 223, Year Built: 1992, Structure Length: 0. m, Average Daily Traffic: 18,182 (year 2009), Truck Traffic: 8%, Features Intersected: MD 223, Facility Carried by Structure: MD 5 SBR
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 11.987, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 57.6m (189.0ft)
Structure Number: 100000160249012, Location: 0.64 M N OF CLINTON ST (Lat: 38.768400, Lng: -76.885103), Route carried "under" structure: State highway 223, Year Built: 1992, Structure Length: 0. m, Average Daily Traffic: 18,182 (year 2009), Truck Traffic: 8%, Features Intersected: MD 223, Facility Carried by Structure: MD 5 SBR
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 11.987, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 57.6m (189.0ft)