Bridge Statistics for Riverdale Park, Maryland (MD)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 148ft / 45mTotal length
- $241,000Total costs
- 245,840Total average daily traffic
- 19,642Total average daily truck traffic
- 306,385Total future (year 2026) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Riverdale Park
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 31950-1959
- 51960-1969
- 11990-1999
- Reconstructed bridges - Historical Statistics
- 21950-1959
- 01960-1969
- 01970-1979
- 11980-1989
- Bridge Condition - Deck
- 50.0%Satisfactory
- 25.0%Fair
- 25.0%Poor
- Bridge Condition - Superstructure
- 25.0%Good
- 50.0%Satisfactory
- 25.0%Poor
- Bridge Condition - Substructure
- 25.0%Good
- 75.0%Satisfactory
- Bridge Condition - Channel
- 12.5%Very good
- 37.5%Good
- 37.5%Satisfactory
- 12.5%Fair
- Bridge Condition - Culverts
- 60.0%Satisfactory
- 40.0%Fair
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Structure Number: 10000016002202, Location: 0.02 MI N OF GOOD LUCK RD (Lat: 38.972358, Lng: -76.915011), Route carried "on" structure: State highway 201, Year Built: 1950, Year Reconstructed: 1957, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 35,180 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 42,361 (year 2026), Design Load: H 20, Features Intersected: BRIER DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.691, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 3.2m (10.5ft), Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2017
Structure Number: 10000016002202, Location: 0.02 MI N OF GOOD LUCK RD (Lat: 38.972358, Lng: -76.915011), Route carried "on" structure: State highway 201, Year Built: 1950, Year Reconstructed: 1957, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 35,180 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 42,361 (year 2026), Design Load: H 20, Features Intersected: BRIER DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.691, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 3.2m (10.5ft), Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2017
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Structure Number: 10000016002302, Location: 0.11 MI N OF SARVIS AVE (Lat: 38.971061, Lng: -76.915828), Route carried "on" structure: State highway 201, Year Built: 1950, Year Reconstructed: 1957, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 33,330 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 39,606 (year 2026), Design Load: H 20, Features Intersected: BRIER DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.554, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 369.0m (1,210.6ft), Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2017
Structure Number: 10000016002302, Location: 0.11 MI N OF SARVIS AVE (Lat: 38.971061, Lng: -76.915828), Route carried "on" structure: State highway 201, Year Built: 1950, Year Reconstructed: 1957, Status: Open, Structure Length: 4.36m (14.30ft), Average Daily Traffic: 33,330 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 39,606 (year 2026), Design Load: H 20, Features Intersected: BRIER DITCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.554, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 369.0m (1,210.6ft), Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2017
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Structure Number: 10000016002402, Location: 0.03 M N OF RIVERDALE RD (Lat: 38.959339, Lng: -76.919889), Route carried "on" structure: State highway 201, Year Built: 1955, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 33,270 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 40,862 (year 2026), Design Load: HS 20, Features Intersected: BR OF NORTHEAST BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.143, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 256.0m (839.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2018, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 10000016002402, Location: 0.03 M N OF RIVERDALE RD (Lat: 38.959339, Lng: -76.919889), Route carried "on" structure: State highway 201, Year Built: 1955, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 33,270 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 40,862 (year 2026), Design Load: HS 20, Features Intersected: BR OF NORTHEAST BR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.143, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 256.0m (839.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2018, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10000016006901, Location: 0.33 MI W OF MD 201 (Lat: 38.960539, Lng: -76.925953), Route carried "on" structure: City street 227, Year Built: 1931, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 7,399 (year 94 ), Truck Traffic: 8%, Average Future Daily Traffic: 8,730 (year 2012), Features Intersected: NE BRANCH OF ANACOSTIA R, Facility Carried by Structure: RIVERDALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.837, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 82.0m (269.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Very good, Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 30.20m (99.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2018, Bridge Improvement Cost: $207,000, Roadway Improvement Cost: $21,000, Total Project Cost: $228,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10000016006901, Location: 0.33 MI W OF MD 201 (Lat: 38.960539, Lng: -76.925953), Route carried "on" structure: City street 227, Year Built: 1931, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 7,399 (year 94 ), Truck Traffic: 8%, Average Future Daily Traffic: 8,730 (year 2012), Features Intersected: NE BRANCH OF ANACOSTIA R, Facility Carried by Structure: RIVERDALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.837, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 82.0m (269.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Very good, Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 30.20m (99.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2018, Bridge Improvement Cost: $207,000, Roadway Improvement Cost: $21,000, Total Project Cost: $228,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10000016018701, Location: 0.24 MILE EAST OF US 1 (Lat: 38.963628, Lng: -76.935439), Route carried "on" structure: State highway 410, Year Built: 1967, Status: Open, Structure Length: 10.27m (33.69ft), Average Daily Traffic: 37,792 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 46,745 (year 2026), Design Load: HS 20, Features Intersected: CSX TRANS., MU STS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.487, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 177.0m (580.7ft), Skew: 29 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 10000016018701, Location: 0.24 MILE EAST OF US 1 (Lat: 38.963628, Lng: -76.935439), Route carried "on" structure: State highway 410, Year Built: 1967, Status: Open, Structure Length: 10.27m (33.69ft), Average Daily Traffic: 37,792 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 46,745 (year 2026), Design Load: HS 20, Features Intersected: CSX TRANS., MU STS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.487, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 177.0m (580.7ft), Skew: 29 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 10000016018701, Location: 0.26 MI E OF US 1 (Lat: 38.963628, Lng: -76.935439), Route carried "under" structure: City street 80, Year Built: 1967, Structure Length: 0. m, Features Intersected: CSX TRANS., MU STREETS, Facility Carried by Structure: MD 410
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.354, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
Structure Number: 10000016018701, Location: 0.26 MI E OF US 1 (Lat: 38.963628, Lng: -76.935439), Route carried "under" structure: City street 80, Year Built: 1967, Structure Length: 0. m, Features Intersected: CSX TRANS., MU STREETS, Facility Carried by Structure: MD 410
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.354, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft)
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Structure Number: 10000016018801, Location: 0.29 MILE WEST OF MD 201 (Lat: 38.961550, Lng: -76.925247), Route carried "on" structure: State highway 410, Year Built: 1967, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 37,792 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 46,745 (year 2026), Design Load: HS 20, Features Intersected: NORTHEAST BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.372, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 213.0m (698.8ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 2.5m (8.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 90.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 5.4 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: January 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 10000016018801, Location: 0.29 MILE WEST OF MD 201 (Lat: 38.961550, Lng: -76.925247), Route carried "on" structure: State highway 410, Year Built: 1967, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 37,792 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 46,745 (year 2026), Design Load: HS 20, Features Intersected: NORTHEAST BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.372, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 213.0m (698.8ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 2.5m (8.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 90.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 5.4 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: January 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 10000016019202, Location: 0.42 MILE WEST OF MD 201 (Lat: 38.961933, Lng: -76.927481), Route carried "on" structure: State highway 410, Year Built: 1968, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 37,792 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 46,745 (year 2026), Design Load: HS 20, Features Intersected: BR OF NORTHEAST BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.162, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 82.0m (269.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 6.1m (20.0ft)
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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017
Structure Number: 10000016019202, Location: 0.42 MILE WEST OF MD 201 (Lat: 38.961933, Lng: -76.927481), Route carried "on" structure: State highway 410, Year Built: 1968, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 37,792 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 46,745 (year 2026), Design Load: HS 20, Features Intersected: BR OF NORTHEAST BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.162, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 82.0m (269.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 6.1m (20.0ft)
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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017
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Structure Number: 200000P-010702, Location: 0.04 MI W OF MD 201 (Lat: 38.972292, Lng: -76.916111), Route carried "on" structure: County highway 3642, Year Built: 1964, Year Reconstructed: 1994, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 13,540 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 20,120 (year 2037), Design Load: H 20, Features Intersected: DEEP CREEK, Facility Carried by Structure: PAINT BRANCH PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.156, Lanes on structure: 7, Owner: County Highway Agency, Approaching Roadway Width: 2.5m (8.2ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.4m (1.3ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 2.5m (8.2ft), Out-to-Out Width: 30.5m (100.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.80m (28.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2017, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $1,000, Total Project Cost: $13,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 200000P-010702, Location: 0.04 MI W OF MD 201 (Lat: 38.972292, Lng: -76.916111), Route carried "on" structure: County highway 3642, Year Built: 1964, Year Reconstructed: 1994, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 13,540 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 20,120 (year 2037), Design Load: H 20, Features Intersected: DEEP CREEK, Facility Carried by Structure: PAINT BRANCH PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.156, Lanes on structure: 7, Owner: County Highway Agency, Approaching Roadway Width: 2.5m (8.2ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 0.4m (1.3ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 2.5m (8.2ft), Out-to-Out Width: 30.5m (100.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.80m (28.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2017, Bridge Improvement Cost: $12,000, Roadway Improvement Cost: $1,000, Total Project Cost: $13,000, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200000P-020601, Location: 0.16 MI W OF MD 201 (Lat: 38.967911, Lng: -76.921778), Route carried "on" structure: County highway 5409, Year Built: 1991, Status: Posted for load, Structure Length: 13.93m (45.70ft), Average Daily Traffic: 9,745 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 14,471 (year 2035), Design Load: HS 25 or greater, Features Intersected: NORTHEAST BRANCH, Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 159.0m (521.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 68.9m (226.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 200000P-020601, Location: 0.16 MI W OF MD 201 (Lat: 38.967911, Lng: -76.921778), Route carried "on" structure: County highway 5409, Year Built: 1991, Status: Posted for load, Structure Length: 13.93m (45.70ft), Average Daily Traffic: 9,745 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 14,471 (year 2035), Design Load: HS 25 or greater, Features Intersected: NORTHEAST BRANCH, Facility Carried by Structure: RIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 159.0m (521.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 68.9m (226.0ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 19.6m (64.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing