Bridge Statistics for Alexandria, Virginia (VA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 202Number of bridges
- 4,144ft / 1,263mTotal length
- $21,937,000Total costs
- 9,772,009Total average daily traffic
- 181,282Total average daily truck traffic
- 3,454,692Total future (year 2027) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Alexandria
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 21930-1939
- 31940-1949
- 21950-1959
- 251960-1969
- 561970-1979
- 121980-1989
- 61990-1999
- 802000-2009
- 152010-2018
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 01990-1999
- 12000-2009
- 22010-2018
- Bridge Condition - Deck
- 3.9%Excellent
- 11.8%Very good
- 51.3%Good
- 23.7%Satisfactory
- 9.2%Fair
- Bridge Condition - Superstructure
- 1.3%Excellent
- 20.5%Very good
- 33.3%Good
- 30.8%Satisfactory
- 14.1%Fair
- Bridge Condition - Substructure
- 2.6%Excellent
- 7.7%Very good
- 50.0%Good
- 25.6%Satisfactory
- 10.3%Fair
- 3.8%Poor
- Bridge Condition - Channel
- 24.4%Very good
- 36.6%Good
- 29.3%Satisfactory
- 7.3%Fair
- 2.4%Poor
- Bridge Condition - Culverts
- 36.8%Good
- 36.8%Satisfactory
- 26.3%Fair
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Structure Number: 1798, Location: 6.48 ROCKBR CL-1.18 RT 11 (Lat: 38.014461, Lng: -79.158311), Route carried "on" structure: Interstate 81, Year Built: 1966, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 21,399 (year 2014), Truck Traffic: 27%, Average Future Daily Traffic: 27,690 (year 2035), Design Load: HS 20, Features Intersected: CHRISTIANS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 342.411, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 198.0m (649.6ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 0.3m (1.0ft)
Condition: Channel: Satisfactory, Culverts: Fair, Inventory Rating: 88.9 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2018
Structure Number: 1798, Location: 6.48 ROCKBR CL-1.18 RT 11 (Lat: 38.014461, Lng: -79.158311), Route carried "on" structure: Interstate 81, Year Built: 1966, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 21,399 (year 2014), Truck Traffic: 27%, Average Future Daily Traffic: 27,690 (year 2035), Design Load: HS 20, Features Intersected: CHRISTIANS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 342.411, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 198.0m (649.6ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 0.3m (1.0ft)
Condition: Channel: Satisfactory, Culverts: Fair, Inventory Rating: 88.9 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2018
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Structure Number: 6417, Location: 02.23FR613/00.96TO241 (Lat: 38.802450, Lng: -77.095600), Route carried "on" structure: Interstate 95, Year Built: 1964, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 153,183 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 91,765 (year 2035), Design Load: HS 20, Features Intersected: TRIB.OF CAMERON RUN, Facility Carried by Structure: CAPITAL BELTWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.156, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 213.0m (698.8ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Good, Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.03m (0.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2016, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000 ( Estimate for 2010)
Structure Number: 6417, Location: 02.23FR613/00.96TO241 (Lat: 38.802450, Lng: -77.095600), Route carried "on" structure: Interstate 95, Year Built: 1964, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 153,183 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 91,765 (year 2035), Design Load: HS 20, Features Intersected: TRIB.OF CAMERON RUN, Facility Carried by Structure: CAPITAL BELTWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.156, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 213.0m (698.8ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Good, Culverts: Good, Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.03m (0.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2016, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000 ( Estimate for 2010)
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Structure Number: 6418, Location: 02.10FR613/01.09TO241 (Lat: 38.802725, Lng: -77.098078), Route carried "on" structure: Interstate 95, Year Built: 1964, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 155,059 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 86,418 (year 2035), Design Load: HS 20, Features Intersected: TRIB.OF CAMERON RUN, Facility Carried by Structure: CAPITAL BELTWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 279.178, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 213.0m (698.8ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: 6418, Location: 02.10FR613/01.09TO241 (Lat: 38.802725, Lng: -77.098078), Route carried "on" structure: Interstate 95, Year Built: 1964, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 155,059 (year 2014), Truck Traffic: 7%, Average Future Daily Traffic: 86,418 (year 2035), Design Load: HS 20, Features Intersected: TRIB.OF CAMERON RUN, Facility Carried by Structure: CAPITAL BELTWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 279.178, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 213.0m (698.8ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: 6444, Location: 0.20FR1 1.20TO241 (Lat: 38.795222, Lng: -77.060772), Route carried "on" structure: Interstate 95, Year Built: 1961, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 142,408 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 27,134 (year 2035), Design Load: HS 20, Features Intersected: BRANCH OF CAMERON RUN, Facility Carried by Structure: CAPITAL BELTWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 284.954, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 427.0m (1,400.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 0.3m (1.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 101.80m (333.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2016, Bridge Improvement Cost: $46,000, Roadway Improvement Cost: $91,000, Total Project Cost: $150,000 ( Estimate for 2010)
Structure Number: 6444, Location: 0.20FR1 1.20TO241 (Lat: 38.795222, Lng: -77.060772), Route carried "on" structure: Interstate 95, Year Built: 1961, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 142,408 (year 2014), Truck Traffic: 5%, Average Future Daily Traffic: 27,134 (year 2035), Design Load: HS 20, Features Intersected: BRANCH OF CAMERON RUN, Facility Carried by Structure: CAPITAL BELTWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 284.954, Lanes on structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 427.0m (1,400.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 0.3m (1.0ft)
Condition: Channel: Good, Culverts: Satisfactory, Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 101.80m (333.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2016, Bridge Improvement Cost: $46,000, Roadway Improvement Cost: $91,000, Total Project Cost: $150,000 ( Estimate for 2010)
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Structure Number: 1301, Location: .25 From 642 &2.25 To 643 (Lat: 38.187944, Lng: -78.125114), Route carried "on" structure: County highway 639, Year Built: 1967, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 791 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 1,401 (year 2035), Design Load: HS 20, Features Intersected: Stream, Facility Carried by Structure: Madison Run Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.778, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 55.0m (180.4ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 0.7m (2.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1301, Location: .25 From 642 &2.25 To 643 (Lat: 38.187944, Lng: -78.125114), Route carried "on" structure: County highway 639, Year Built: 1967, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 791 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 1,401 (year 2035), Design Load: HS 20, Features Intersected: Stream, Facility Carried by Structure: Madison Run Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.778, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 55.0m (180.4ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 0.7m (2.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1304, Location: 1.22 From 640 &.10 To 611 (Lat: 38.343444, Lng: -77.860333), Route carried "on" structure: County highway 692, Year Built: 1990, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 399 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 600 (year 2035), Design Load: HS 20, Features Intersected: Walnut Run, Facility Carried by Structure: Burr Hill Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.444, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 55.0m (180.4ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Fair, Culverts: Good, Inventory Rating: 77.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016
Structure Number: 1304, Location: 1.22 From 640 &.10 To 611 (Lat: 38.343444, Lng: -77.860333), Route carried "on" structure: County highway 692, Year Built: 1990, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 399 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 600 (year 2035), Design Load: HS 20, Features Intersected: Walnut Run, Facility Carried by Structure: Burr Hill Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.444, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 55.0m (180.4ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Fair, Culverts: Good, Inventory Rating: 77.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016
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Structure Number: 1342, Location: 0.60-Rt.721/0.70-Rt.719 (Lat: 36.679150, Lng: -79.373239), Route carried "on" structure: Business US 29, Year Built: 1940, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 10,710 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 11,835 (year 2035), Design Load: H 20, Features Intersected: NS Railway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.871, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 2.5m (8.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 25.1m (82.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 4.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 49.10m (161.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2016, Bridge Improvement Cost: $591,000, Roadway Improvement Cost: $59,000, Total Project Cost: $887,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 1342, Location: 0.60-Rt.721/0.70-Rt.719 (Lat: 36.679150, Lng: -79.373239), Route carried "on" structure: Business US 29, Year Built: 1940, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 10,710 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 11,835 (year 2035), Design Load: H 20, Features Intersected: NS Railway
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.871, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 2.5m (8.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 25.1m (82.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 4.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 49.10m (161.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2016, Bridge Improvement Cost: $591,000, Roadway Improvement Cost: $59,000, Total Project Cost: $887,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 17993, Location: 0.7M RTE747-0.9M RTE693 (Lat: 38.204981, Lng: -77.633442), Route carried "on" structure: County highway 608, Year Built: 1967, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 2,148 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 3,632 (year 2035), Design Load: HS 20+Mod, Features Intersected: ROBERTSON RUN, Facility Carried by Structure: ROBERT E. LEE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.501, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 58.0m (190.3ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 17993, Location: 0.7M RTE747-0.9M RTE693 (Lat: 38.204981, Lng: -77.633442), Route carried "on" structure: County highway 608, Year Built: 1967, Status: Open, Structure Length: 4.97m (16.31ft), Average Daily Traffic: 2,148 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 3,632 (year 2035), Design Load: HS 20+Mod, Features Intersected: ROBERTSON RUN, Facility Carried by Structure: ROBERT E. LEE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.501, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 58.0m (190.3ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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 desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2017, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19582, Location: 4.61T0 81; 3.68 TO CAR CL (Lat: 36.897331, Lng: -80.875658), Route carried "on" structure: Interstate 77, Year Built: 1978, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 19,122 (year 2014), Truck Traffic: 26%, Average Future Daily Traffic: 24,262 (year 2035), Design Load: HS 20+Mod, Features Intersected: RTE 619
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.811, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 72.6 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 40.50m (132.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $20,000, Total Project Cost: $156,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 19582, Location: 4.61T0 81; 3.68 TO CAR CL (Lat: 36.897331, Lng: -80.875658), Route carried "on" structure: Interstate 77, Year Built: 1978, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 19,122 (year 2014), Truck Traffic: 26%, Average Future Daily Traffic: 24,262 (year 2035), Design Load: HS 20+Mod, Features Intersected: RTE 619
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.811, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 122.0m (400.3ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 72.6 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 40.50m (132.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $20,000, Total Project Cost: $156,000 ( Estimate for 2011), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19888, Location: 0.32FR BEAU/0.44TO JOR ST (Lat: 38.829339, Lng: -77.113367), Route carried "on" structure: Ramp State highway 420, Year Built: 1970, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 117,700 (year 1989), Truck Traffic: 2%, Design Load: HS 20+Mod, Features Intersected: VAN DORN STREET, Facility Carried by Structure: RAMP B SEMINARY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 91.0m (298.6ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 1.0m (3.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 25.30m (83.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2016, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $5,000, Total Project Cost: $32,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 19888, Location: 0.32FR BEAU/0.44TO JOR ST (Lat: 38.829339, Lng: -77.113367), Route carried "on" structure: Ramp State highway 420, Year Built: 1970, Status: Open, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 117,700 (year 1989), Truck Traffic: 2%, Design Load: HS 20+Mod, Features Intersected: VAN DORN STREET, Facility Carried by Structure: RAMP B SEMINARY RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 91.0m (298.6ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 1.0m (3.3ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 25.30m (83.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2016, Bridge Improvement Cost: $25,000, Roadway Improvement Cost: $5,000, Total Project Cost: $32,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 19888, Location: 0.32FR BEAU/0.44TO JOR ST (Lat: 38.829339, Lng: -77.113367), Route carried "under" structure: Ramp State highway 401, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 26,772 (year 2008), Truck Traffic: 1%, Features Intersected: VAN DORN STREET, Facility Carried by Structure: RAMP B SEMINARY RD
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 4.119, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft)
Structure Number: 19888, Location: 0.32FR BEAU/0.44TO JOR ST (Lat: 38.829339, Lng: -77.113367), Route carried "under" structure: Ramp State highway 401, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 26,772 (year 2008), Truck Traffic: 1%, Features Intersected: VAN DORN STREET, Facility Carried by Structure: RAMP B SEMINARY RD
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 4.119, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft)
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Structure Number: 1989, Location: 0.40FRBEAU/0.45TO JOR ST (Lat: 38.829522, Lng: -77.112306), Route carried "on" structure: Ramp State highway 420, Year Built: 1970, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 10,500 (year 1987), Truck Traffic: 3%, Average Future Daily Traffic: 42,000 (year 2034), Design Load: HS 20, Features Intersected: VAN DORN STREET, Facility Carried by Structure: RAMP 'A'
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 107.0m (351.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 69.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 15.20m (49.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2016, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $100,000, Total Project Cost: $210,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 1989, Location: 0.40FRBEAU/0.45TO JOR ST (Lat: 38.829522, Lng: -77.112306), Route carried "on" structure: Ramp State highway 420, Year Built: 1970, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 10,500 (year 1987), Truck Traffic: 3%, Average Future Daily Traffic: 42,000 (year 2034), Design Load: HS 20, Features Intersected: VAN DORN STREET, Facility Carried by Structure: RAMP 'A'
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 107.0m (351.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 12.4m (40.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 69.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 15.20m (49.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2016, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $100,000, Total Project Cost: $210,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 1989, Location: 0.40FRBEAU/0.45TO JOR ST (Lat: 38.829522, Lng: -77.112306), Route carried "under" structure: Ramp State highway 401, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 26,772 (year 2008), Truck Traffic: 1%, Features Intersected: VAN DORN STREET, Facility Carried by Structure: RAMP 'A'
Minimum Vertical Clearance: 5.94m (19.49ft), Kilometerpoint: 4.167, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft)
Structure Number: 1989, Location: 0.40FRBEAU/0.45TO JOR ST (Lat: 38.829522, Lng: -77.112306), Route carried "under" structure: Ramp State highway 401, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 26,772 (year 2008), Truck Traffic: 1%, Features Intersected: VAN DORN STREET, Facility Carried by Structure: RAMP 'A'
Minimum Vertical Clearance: 5.94m (19.49ft), Kilometerpoint: 4.167, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft)
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Structure Number: 19892, Location: 0.40FR BEAU/0.44TO JOR ST (Lat: 38.829592, Lng: -77.112186), Route carried "on" structure: Ramp State highway 420, Year Built: 1970, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 12,500 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 50,000 (year 2034), Design Load: HS 20+Mod, Features Intersected: VAN DORN STREET, Facility Carried by Structure: SPUR 'E' OF RAMP A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 91.0m (298.6ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 1.0m (3.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 5.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 15.20m (49.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2016, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $100,000, Total Project Cost: $205,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 19892, Location: 0.40FR BEAU/0.44TO JOR ST (Lat: 38.829592, Lng: -77.112186), Route carried "on" structure: Ramp State highway 420, Year Built: 1970, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 12,500 (year 2011), Truck Traffic: 3%, Average Future Daily Traffic: 50,000 (year 2034), Design Load: HS 20+Mod, Features Intersected: VAN DORN STREET, Facility Carried by Structure: SPUR 'E' OF RAMP A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 1, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 91.0m (298.6ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 1.0m (3.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 5.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 15.20m (49.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2016, Bridge Improvement Cost: $100,000, Roadway Improvement Cost: $100,000, Total Project Cost: $205,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 19892, Location: 0.40FR BEAU/0.44TO JOR ST (Lat: 38.829592, Lng: -77.112186), Route carried "under" structure: Ramp State highway 401, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 26,772 (year 2008), Truck Traffic: 1%, Features Intersected: VAN DORN STREET, Facility Carried by Structure: SPUR 'E' OF RAMP A
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 4.183, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
Structure Number: 19892, Location: 0.40FR BEAU/0.44TO JOR ST (Lat: 38.829592, Lng: -77.112186), Route carried "under" structure: Ramp State highway 401, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 26,772 (year 2008), Truck Traffic: 1%, Features Intersected: VAN DORN STREET, Facility Carried by Structure: SPUR 'E' OF RAMP A
Minimum Vertical Clearance: 4.93m (16.17ft), Kilometerpoint: 4.183, Lanes on structure: 1, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
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Structure Number: 19894, Location: 00.80FR120/00.95TO7 (Lat: 38.841331, Lng: -77.083706), Route carried "on" structure: Ramp Interstate , Year Built: 1973, Status: Open, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 10,979 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 32,378 (year 2035), Design Load: HS 20, Features Intersected: I395, Facility Carried by Structure: NORTH ROTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.432, Lanes on structure: 3, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 183.0m (600.4ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.9m (9.5ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 1.5m (4.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 3.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 3.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 92.70m (304.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2017, Bridge Improvement Cost: $2,560,000, Roadway Improvement Cost: $256,000, Total Project Cost: $3,000,000 ( Estimate for 2013), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 19894, Location: 00.80FR120/00.95TO7 (Lat: 38.841331, Lng: -77.083706), Route carried "on" structure: Ramp Interstate , Year Built: 1973, Status: Open, Structure Length: 9.27m (30.41ft), Average Daily Traffic: 10,979 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 32,378 (year 2035), Design Load: HS 20, Features Intersected: I395, Facility Carried by Structure: NORTH ROTARY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.432, Lanes on structure: 3, Lanes under structure: 12, Owner: State Highway Agency, Approaching Roadway Width: 183.0m (600.4ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.9m (9.5ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 1.5m (4.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 3.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 3.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of replacement, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 92.70m (304.13ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2017, Bridge Improvement Cost: $2,560,000, Roadway Improvement Cost: $256,000, Total Project Cost: $3,000,000 ( Estimate for 2013), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 19894, Location: 00.80FR120/00.95TO7 (Lat: 38.841331, Lng: -77.083706), Route carried "under" structure: Ramp Interstate 395, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 176,050 (year 1994), Features Intersected: I395, Facility Carried by Structure: NORTH ROTARY
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 1.432, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 2.9m (9.5ft)
Structure Number: 19894, Location: 00.80FR120/00.95TO7 (Lat: 38.841331, Lng: -77.083706), Route carried "under" structure: Ramp Interstate 395, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 176,050 (year 1994), Features Intersected: I395, Facility Carried by Structure: NORTH ROTARY
Minimum Vertical Clearance: 5.11m (16.77ft), Kilometerpoint: 1.432, Lanes on structure: 3, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 2.9m (9.5ft)
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Structure Number: 19894, Location: 00.80FR120/00.95TO7 (Lat: 38.841331, Lng: -77.083706), Route carried "under" structure: Interstate 395, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 176,050 (year 1994), Features Intersected: I395, Facility Carried by Structure: NORTH ROTARY
Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 2.9m (9.5ft)
Structure Number: 19894, Location: 00.80FR120/00.95TO7 (Lat: 38.841331, Lng: -77.083706), Route carried "under" structure: Interstate 395, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 176,050 (year 1994), Features Intersected: I395, Facility Carried by Structure: NORTH ROTARY
Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 2.9m (9.5ft)
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Structure Number: 19894, Location: 00.80FR120/00.95TO7 (Lat: 38.841331, Lng: -77.083706), Route carried "under" structure: Alternate Interstate 395, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 176,050 (year 1994), Features Intersected: I395, Facility Carried by Structure: NORTH ROTARY
Minimum Vertical Clearance: 5.92m (19.42ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 2.9m (9.5ft)
Structure Number: 19894, Location: 00.80FR120/00.95TO7 (Lat: 38.841331, Lng: -77.083706), Route carried "under" structure: Alternate Interstate 395, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 176,050 (year 1994), Features Intersected: I395, Facility Carried by Structure: NORTH ROTARY
Minimum Vertical Clearance: 5.92m (19.42ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 2.9m (9.5ft)
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Structure Number: 19894, Location: 00.80FR120/00.95TO7 (Lat: 38.841331, Lng: -77.083706), Route carried "under" structure: Interstate 395, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 176,050 (year 1994), Features Intersected: I395, Facility Carried by Structure: NORTH ROTARY
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 2.9m (9.5ft)
Structure Number: 19894, Location: 00.80FR120/00.95TO7 (Lat: 38.841331, Lng: -77.083706), Route carried "under" structure: Interstate 395, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 176,050 (year 1994), Features Intersected: I395, Facility Carried by Structure: NORTH ROTARY
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 2.9m (9.5ft)
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Structure Number: 19896, Location: 00.34FR120/00.22TOACL (Lat: 38.842500, Lng: -77.082931), Route carried "on" structure: Ramp Interstate , Year Built: 1972, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 22,500 (year 1988), Truck Traffic: 3%, Average Future Daily Traffic: 15,000 (year 2033), Design Load: HS 20, Features Intersected: SHIRLINGTON CIRCLE, Facility Carried by Structure: BUS RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 55.0m (180.4ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 0.7m (2.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 91.70m (300.85ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2017, Bridge Improvement Cost: $77,000, Roadway Improvement Cost: $99,000, Total Project Cost: $200,000 ( Estimate for 2013), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 19896, Location: 00.34FR120/00.22TOACL (Lat: 38.842500, Lng: -77.082931), Route carried "on" structure: Ramp Interstate , Year Built: 1972, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 22,500 (year 1988), Truck Traffic: 3%, Average Future Daily Traffic: 15,000 (year 2033), Design Load: HS 20, Features Intersected: SHIRLINGTON CIRCLE, Facility Carried by Structure: BUS RAMP
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 55.0m (180.4ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 18.6m (61.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 0.7m (2.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 49.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 91.70m (300.85ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2017, Bridge Improvement Cost: $77,000, Roadway Improvement Cost: $99,000, Total Project Cost: $200,000 ( Estimate for 2013), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 19897, Location: 01.72FR236/00.82TOARL. CL (Lat: 38.830417, Lng: -77.111931), Route carried "on" structure: Ramp Interstate 395, Year Built: 1970, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 2,182 (year 2014), Average Future Daily Traffic: 2,869 (year 2035), Design Load: HS 20, Features Intersected: MEDIAN NEXT TO 395, Facility Carried by Structure: BUS RMP FR. REV. L
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.112, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 55.0m (180.4ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 0.7m (2.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 4.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 56.40m (185.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2016, Bridge Improvement Cost: $59,000, Roadway Improvement Cost: $92,000, Total Project Cost: $200,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 19897, Location: 01.72FR236/00.82TOARL. CL (Lat: 38.830417, Lng: -77.111931), Route carried "on" structure: Ramp Interstate 395, Year Built: 1970, Status: Open, Structure Length: 5.64m (18.50ft), Average Daily Traffic: 2,182 (year 2014), Average Future Daily Traffic: 2,869 (year 2035), Design Load: HS 20, Features Intersected: MEDIAN NEXT TO 395, Facility Carried by Structure: BUS RMP FR. REV. L
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.112, Lanes on structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 55.0m (180.4ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.9m (62.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 0.7m (2.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 4.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 56.40m (185.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2016, Bridge Improvement Cost: $59,000, Roadway Improvement Cost: $92,000, Total Project Cost: $200,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 199, Location: ENT. TO CAMERON STATION (Lat: 38.811333, Lng: -77.113847), Route carried "under" structure: State highway 236, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 30,120 (year 1994), Features Intersected: DUKE STREET RTE 236, Facility Carried by Structure: "C" STREET
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
Structure Number: 199, Location: ENT. TO CAMERON STATION (Lat: 38.811333, Lng: -77.113847), Route carried "under" structure: State highway 236, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 30,120 (year 1994), Features Intersected: DUKE STREET RTE 236, Facility Carried by Structure: "C" STREET
Minimum Vertical Clearance: 5.43m (17.81ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.8m (65.0ft)
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Structure Number: 19902, Location: 01.20FR7/00.03TO401 (Lat: 38.830433, Lng: -77.113817), Route carried "on" structure: City street 420, Year Built: 1970, Year Reconstructed: 2016, Status: Open, Structure Length: 15.85m (52.00ft), Average Daily Traffic: 15,085 (year 2014), Average Future Daily Traffic: 17,293 (year 2035), Design Load: HS 20, Features Intersected: I-395, Facility Carried by Structure: SEMINARY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 4, Lanes under structure: 17, Owner: State Highway Agency, Approaching Roadway Width: 207.0m (679.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.03m (0.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2016, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 19902, Location: 01.20FR7/00.03TO401 (Lat: 38.830433, Lng: -77.113817), Route carried "on" structure: City street 420, Year Built: 1970, Year Reconstructed: 2016, Status: Open, Structure Length: 15.85m (52.00ft), Average Daily Traffic: 15,085 (year 2014), Average Future Daily Traffic: 17,293 (year 2035), Design Load: HS 20, Features Intersected: I-395, Facility Carried by Structure: SEMINARY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 4, Lanes under structure: 17, Owner: State Highway Agency, Approaching Roadway Width: 207.0m (679.1ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.03m (0.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2016, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000 ( Estimate for 2014), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 19902, Location: 01.20FR7/00.03TO401 (Lat: 38.830433, Lng: -77.113817), Route carried "under" structure: State highway 420, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 165,176 (year 2008), Features Intersected: I-395, Facility Carried by Structure: SEMINARY ROAD
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 7.321, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
Structure Number: 19902, Location: 01.20FR7/00.03TO401 (Lat: 38.830433, Lng: -77.113817), Route carried "under" structure: State highway 420, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 165,176 (year 2008), Features Intersected: I-395, Facility Carried by Structure: SEMINARY ROAD
Minimum Vertical Clearance: 5.51m (18.08ft), Kilometerpoint: 7.321, Lanes on structure: 4, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
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Structure Number: 19902, Location: 01.20FR7/00.03TO401 (Lat: 38.830433, Lng: -77.113817), Route carried "under" structure: State highway 420, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 171,589 (year 2000), Truck Traffic: 1%, Features Intersected: I-395, Facility Carried by Structure: SEMINARY ROAD
Minimum Vertical Clearance: 5.38m (17.65ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
Structure Number: 19902, Location: 01.20FR7/00.03TO401 (Lat: 38.830433, Lng: -77.113817), Route carried "under" structure: State highway 420, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 171,589 (year 2000), Truck Traffic: 1%, Features Intersected: I-395, Facility Carried by Structure: SEMINARY ROAD
Minimum Vertical Clearance: 5.38m (17.65ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
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Structure Number: 19902, Location: 01.20FR7/00.03TO401 (Lat: 38.830433, Lng: -77.113817), Route carried "under" structure: Ramp State highway 420, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 80,000 (year 2003), Features Intersected: I-395, Facility Carried by Structure: SEMINARY ROAD
Minimum Vertical Clearance: 13.41m (44.00ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
Structure Number: 19902, Location: 01.20FR7/00.03TO401 (Lat: 38.830433, Lng: -77.113817), Route carried "under" structure: Ramp State highway 420, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 80,000 (year 2003), Features Intersected: I-395, Facility Carried by Structure: SEMINARY ROAD
Minimum Vertical Clearance: 13.41m (44.00ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
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Structure Number: 19904, Location: 00.45 I-495 / 00.85 236 (Lat: 38.803103, Lng: -77.133778), Route carried "on" structure: City street 401, Year Built: 1932, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 48,291 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 66,390 (year 2035), Design Load: HS 20, Features Intersected: BACKLICK CREEK, Facility Carried by Structure: VAN DORN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 268.0m (879.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 8.2m (26.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.03m (0.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2017, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000 ( Estimate for 2017)
Structure Number: 19904, Location: 00.45 I-495 / 00.85 236 (Lat: 38.803103, Lng: -77.133778), Route carried "on" structure: City street 401, Year Built: 1932, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 48,291 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 66,390 (year 2035), Design Load: HS 20, Features Intersected: BACKLICK CREEK, Facility Carried by Structure: VAN DORN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 268.0m (879.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 8.2m (26.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.03m (0.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2017, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000 ( Estimate for 2017)
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Structure Number: 19905, Location: 0057236 0020TAMEY AV (Lat: 38.819844, Lng: -77.127911), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 22,703 (year 2014), Average Future Daily Traffic: 30,141 (year 2035), Design Load: HS 20, Features Intersected: HOLMES RUN, Facility Carried by Structure: VAN DORN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 198.0m (649.6ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.03m (0.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2016, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000 ( Estimate for 2016)
Structure Number: 19905, Location: 0057236 0020TAMEY AV (Lat: 38.819844, Lng: -77.127911), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 22,703 (year 2014), Average Future Daily Traffic: 30,141 (year 2035), Design Load: HS 20, Features Intersected: HOLMES RUN, Facility Carried by Structure: VAN DORN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 198.0m (649.6ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.03m (0.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2016, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000 ( Estimate for 2016)
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Structure Number: 19906, Location: 0.9FRDuke/1.0TOSeminary (Lat: 38.825186, Lng: -77.131800), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 17,592 (year 2014), Average Future Daily Traffic: 19,439 (year 2035), Design Load: HS 20, Features Intersected: HOLMES RUN, Facility Carried by Structure: BEAUREGARD ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 171.0m (561.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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 minimum criteria, Length Of Structure Improvement: 0.03m (0.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2016, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000 ( Estimate for 2016)
Structure Number: 19906, Location: 0.9FRDuke/1.0TOSeminary (Lat: 38.825186, Lng: -77.131800), Route carried "on" structure: City street , Year Built: 1958, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 17,592 (year 2014), Average Future Daily Traffic: 19,439 (year 2035), Design Load: HS 20, Features Intersected: HOLMES RUN, Facility Carried by Structure: BEAUREGARD ST.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 171.0m (561.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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 minimum criteria, Length Of Structure Improvement: 0.03m (0.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2016, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000 ( Estimate for 2016)
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Structure Number: 19907, Location: 00.00FR00000/00.00TO00000 (Lat: 38.814233, Lng: -77.131931), Route carried "on" structure: Ramp City street , Year Built: 1969, Status: Open, Structure Length: 11.55m (37.89ft), Average Daily Traffic: 3,605 (year 1989), Average Future Daily Traffic: 7,500 (year 2034), Design Load: HS 20, Features Intersected: DUKE STREET - ROUTE 236, Facility Carried by Structure: LANDMARK FLYOVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 67.0m (219.8ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 7, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 83.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 30.50m (100.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 19907, Location: 00.00FR00000/00.00TO00000 (Lat: 38.814233, Lng: -77.131931), Route carried "on" structure: Ramp City street , Year Built: 1969, Status: Open, Structure Length: 11.55m (37.89ft), Average Daily Traffic: 3,605 (year 1989), Average Future Daily Traffic: 7,500 (year 2034), Design Load: HS 20, Features Intersected: DUKE STREET - ROUTE 236, Facility Carried by Structure: LANDMARK FLYOVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 67.0m (219.8ft), Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 7, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 83.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 30.50m (100.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2016, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 19907, Location: 00.00FR00000/00.00TO00000 (Lat: 38.814233, Lng: -77.131931), Route carried "under" structure: City street 236, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 15,146 (year 1994), Truck Traffic: 3%, Features Intersected: DUKE STREET - ROUTE 236, Facility Carried by Structure: LANDMARK FLYOVER
Minimum Vertical Clearance: 6.43m (21.10ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 22.9m (75.1ft)
Structure Number: 19907, Location: 00.00FR00000/00.00TO00000 (Lat: 38.814233, Lng: -77.131931), Route carried "under" structure: City street 236, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 15,146 (year 1994), Truck Traffic: 3%, Features Intersected: DUKE STREET - ROUTE 236, Facility Carried by Structure: LANDMARK FLYOVER
Minimum Vertical Clearance: 6.43m (21.10ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 22.9m (75.1ft)
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Structure Number: 19909, Location: 0045EDSALL RD0039HOL R PK (Lat: 38.814108, Lng: -77.129506), Route carried "on" structure: Other road 401, Year Built: 1977, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 22,703 (year 2014), Average Future Daily Traffic: 30,141 (year 2035), Design Load: HS 20, Features Intersected: DUKE STREET - ROUTE 236
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 5, Lanes under structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 213.0m (698.8ft), Skew: 22 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 65.3 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.03m (0.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2016, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 19909, Location: 0045EDSALL RD0039HOL R PK (Lat: 38.814108, Lng: -77.129506), Route carried "on" structure: Other road 401, Year Built: 1977, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 22,703 (year 2014), Average Future Daily Traffic: 30,141 (year 2035), Design Load: HS 20, Features Intersected: DUKE STREET - ROUTE 236
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 5, Lanes under structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 213.0m (698.8ft), Skew: 22 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 65.3 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.03m (0.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2016, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 19909, Location: 0045EDSALL RD0039HOL R PK (Lat: 38.814108, Lng: -77.129506), Route carried "under" structure: State highway 236, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 73,661 (year 2008), Truck Traffic: 1%, Features Intersected: DUKE STREET - ROUTE 236, Facility Carried by Structure: VAN DORN ST-RTE401
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 17.699, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
Structure Number: 19909, Location: 0045EDSALL RD0039HOL R PK (Lat: 38.814108, Lng: -77.129506), Route carried "under" structure: State highway 236, Year Built: 1977, Structure Length: 0. m, Average Daily Traffic: 73,661 (year 2008), Truck Traffic: 1%, Features Intersected: DUKE STREET - ROUTE 236, Facility Carried by Structure: VAN DORN ST-RTE401
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 17.699, Lanes on structure: 5, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
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Structure Number: 19911, Location: 0020FAIR CL0010PICKETT (Lat: 38.801214, Lng: -77.133825), Route carried "on" structure: City street 401, Year Built: 1984, Status: Open, Structure Length: 8.44m (27.69ft), Average Daily Traffic: 48,291 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 58,432 (year 2035), Design Load: HS 20+Mod, Features Intersected: NS RR & Metro Road, Facility Carried by Structure: Van Dorn Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 128.0m (419.9ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 28.5m (93.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 97.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 30.50m (100.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2017, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000 ( Estimate for 2017), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19911, Location: 0020FAIR CL0010PICKETT (Lat: 38.801214, Lng: -77.133825), Route carried "on" structure: City street 401, Year Built: 1984, Status: Open, Structure Length: 8.44m (27.69ft), Average Daily Traffic: 48,291 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 58,432 (year 2035), Design Load: HS 20+Mod, Features Intersected: NS RR & Metro Road, Facility Carried by Structure: Van Dorn Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 128.0m (419.9ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 2.6m (8.5ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 28.5m (93.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 97.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 30.50m (100.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2017, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000 ( Estimate for 2017), 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: 19911, Location: 0020FAIR CL0010PICKETT (Lat: 38.801214, Lng: -77.133825), Route carried "under" structure: City street 401, Year Built: 1984, Structure Length: 0. m, Features Intersected: NS RR & Metro Road, Facility Carried by Structure: Van Dorn Street
Minimum Vertical Clearance: 6.12m (20.08ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.9m (98.1ft)
Structure Number: 19911, Location: 0020FAIR CL0010PICKETT (Lat: 38.801214, Lng: -77.133825), Route carried "under" structure: City street 401, Year Built: 1984, Structure Length: 0. m, Features Intersected: NS RR & Metro Road, Facility Carried by Structure: Van Dorn Street
Minimum Vertical Clearance: 6.12m (20.08ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.9m (98.1ft)
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Structure Number: 19912, Location: 00.00 0000 / 00.00 0000 (Lat: 38.804286, Lng: -77.106636), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 10.49m (34.42ft), Average Daily Traffic: 12,059 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 13,325 (year 2035), Design Load: HS 20+Mod, Features Intersected: Cameron Run, Facility Carried by Structure: Eisenhower Ave.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 146.0m (479.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.9m (12.8ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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: 30.50m (100.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2016, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $10,000, Total Project Cost: $25,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 19912, Location: 00.00 0000 / 00.00 0000 (Lat: 38.804286, Lng: -77.106636), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 10.49m (34.42ft), Average Daily Traffic: 12,059 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 13,325 (year 2035), Design Load: HS 20+Mod, Features Intersected: Cameron Run, Facility Carried by Structure: Eisenhower Ave.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 146.0m (479.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.9m (12.8ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 14.9m (48.9ft), Out-to-Out Width: 21.3m (69.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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: 30.50m (100.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2016, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $10,000, Total Project Cost: $25,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 19914, Location: 0010STOVALL S0007MILL R (Lat: 38.802225, Lng: -77.077858), Route carried "on" structure: City street 1148, Year Built: 1987, Status: Open, Structure Length: 28.22m (92.59ft), Average Daily Traffic: 12,059 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 16,032 (year 2035), Design Load: HS 20+Mod, Features Intersected: TELEGRAPH ROAD, Facility Carried by Structure: EISENHOWER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 15, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 152.0m (498.7ft), Skew: 23 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 56.7m (186.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 21.7m (71.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 30.50m (100.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $10,000, Total Project Cost: $25,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 19914, Location: 0010STOVALL S0007MILL R (Lat: 38.802225, Lng: -77.077858), Route carried "on" structure: City street 1148, Year Built: 1987, Status: Open, Structure Length: 28.22m (92.59ft), Average Daily Traffic: 12,059 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 16,032 (year 2035), Design Load: HS 20+Mod, Features Intersected: TELEGRAPH ROAD, Facility Carried by Structure: EISENHOWER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 15, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 152.0m (498.7ft), Skew: 23 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 56.7m (186.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 21.7m (71.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 30.50m (100.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2017, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $10,000, Total Project Cost: $25,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 19914, Location: 0010STOVALL S0007MILL R (Lat: 38.802225, Lng: -77.077858), Route carried "under" structure: City street , Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 500 (year 1994), Features Intersected: TELEGRAPH ROAD, Facility Carried by Structure: EISENHOWER AVENUE
Minimum Vertical Clearance: 0.48m (1.57ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 56.7m (186.0ft)
Structure Number: 19914, Location: 0010STOVALL S0007MILL R (Lat: 38.802225, Lng: -77.077858), Route carried "under" structure: City street , Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 500 (year 1994), Features Intersected: TELEGRAPH ROAD, Facility Carried by Structure: EISENHOWER AVENUE
Minimum Vertical Clearance: 0.48m (1.57ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 56.7m (186.0ft)
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Structure Number: 19914, Location: 0010STOVALL S0007MILL R (Lat: 38.802225, Lng: -77.077858), Route carried "under" structure: Ramp State highway 241, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 30,000 (year 1984), Features Intersected: TELEGRAPH ROAD, Facility Carried by Structure: EISENHOWER AVENUE
Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 56.7m (186.0ft)
Structure Number: 19914, Location: 0010STOVALL S0007MILL R (Lat: 38.802225, Lng: -77.077858), Route carried "under" structure: Ramp State highway 241, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 30,000 (year 1984), Features Intersected: TELEGRAPH ROAD, Facility Carried by Structure: EISENHOWER AVENUE
Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 56.7m (186.0ft)
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Structure Number: 19914, Location: 0010STOVALL S0007MILL R (Lat: 38.802225, Lng: -77.077858), Route carried "under" structure: State highway 241, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 30,500 (year 1994), Features Intersected: TELEGRAPH ROAD, Facility Carried by Structure: EISENHOWER AVENUE
Minimum Vertical Clearance: 5.89m (19.32ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 56.7m (186.0ft)
Structure Number: 19914, Location: 0010STOVALL S0007MILL R (Lat: 38.802225, Lng: -77.077858), Route carried "under" structure: State highway 241, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 30,500 (year 1994), Features Intersected: TELEGRAPH ROAD, Facility Carried by Structure: EISENHOWER AVENUE
Minimum Vertical Clearance: 5.89m (19.32ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 56.7m (186.0ft)
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Structure Number: 19914, Location: 0010STOVALL S0007MILL R (Lat: 38.802225, Lng: -77.077858), Route carried "under" structure: State highway 241, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 30,500 (year 1994), Features Intersected: TELEGRAPH ROAD, Facility Carried by Structure: EISENHOWER AVENUE
Minimum Vertical Clearance: 6.12m (20.08ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 56.7m (186.0ft)
Structure Number: 19914, Location: 0010STOVALL S0007MILL R (Lat: 38.802225, Lng: -77.077858), Route carried "under" structure: State highway 241, Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 30,500 (year 1994), Features Intersected: TELEGRAPH ROAD, Facility Carried by Structure: EISENHOWER AVENUE
Minimum Vertical Clearance: 6.12m (20.08ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 56.7m (186.0ft)
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Structure Number: 19914, Location: 0010STOVALL S0007MILL R (Lat: 38.802225, Lng: -77.077858), Route carried "under" structure: Ramp State highway , Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 30,000 (year 1994), Features Intersected: TELEGRAPH ROAD, Facility Carried by Structure: EISENHOWER AVENUE
Minimum Vertical Clearance: 5.89m (19.32ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 56.7m (186.0ft)
Structure Number: 19914, Location: 0010STOVALL S0007MILL R (Lat: 38.802225, Lng: -77.077858), Route carried "under" structure: Ramp State highway , Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 30,000 (year 1994), Features Intersected: TELEGRAPH ROAD, Facility Carried by Structure: EISENHOWER AVENUE
Minimum Vertical Clearance: 5.89m (19.32ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 56.7m (186.0ft)
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Structure Number: 19914, Location: 0010STOVALL S0007MILL R (Lat: 38.802225, Lng: -77.077858), Route carried "under" structure: Ramp State highway , Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 500 (year 1994), Features Intersected: TELEGRAPH ROAD, Facility Carried by Structure: EISENHOWER AVENUE
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 56.7m (186.0ft)
Structure Number: 19914, Location: 0010STOVALL S0007MILL R (Lat: 38.802225, Lng: -77.077858), Route carried "under" structure: Ramp State highway , Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 500 (year 1994), Features Intersected: TELEGRAPH ROAD, Facility Carried by Structure: EISENHOWER AVENUE
Minimum Vertical Clearance: 5.41m (17.75ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 56.7m (186.0ft)
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Structure Number: 19914, Location: 0010STOVALL S0007MILL R (Lat: 38.802225, Lng: -77.077858), Route carried "under" structure: City street , Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 100 (year 1994), Features Intersected: TELEGRAPH ROAD, Facility Carried by Structure: EISENHOWER AVENUE
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 56.7m (186.0ft)
Structure Number: 19914, Location: 0010STOVALL S0007MILL R (Lat: 38.802225, Lng: -77.077858), Route carried "under" structure: City street , Year Built: 1987, Structure Length: 0. m, Average Daily Traffic: 100 (year 1994), Features Intersected: TELEGRAPH ROAD, Facility Carried by Structure: EISENHOWER AVENUE
Minimum Vertical Clearance: 5.08m (16.67ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 56.7m (186.0ft)
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Structure Number: 19922, Location: 0000ARL CO0000NCL ALE (Lat: 38.840350, Lng: -77.052225), Route carried "on" structure: State highway 1, Year Built: 1979, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 35,702 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 47,839 (year 2035), Design Load: HS 20+Mod, Features Intersected: FOUR MILE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.781, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 195.0m (639.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 91.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 83.20m (272.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2016, Bridge Improvement Cost: $3,000,000, Roadway Improvement Cost: $300,000, Total Project Cost: $3,310,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 19922, Location: 0000ARL CO0000NCL ALE (Lat: 38.840350, Lng: -77.052225), Route carried "on" structure: State highway 1, Year Built: 1979, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 35,702 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 47,839 (year 2035), Design Load: HS 20+Mod, Features Intersected: FOUR MILE RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.781, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 195.0m (639.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 91.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 83.20m (272.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2016, Bridge Improvement Cost: $3,000,000, Roadway Improvement Cost: $300,000, Total Project Cost: $3,310,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 19932, Location: 03.39FR1/01.40TO495 (Lat: 38.811586, Lng: -77.113742), Route carried "on" structure: State highway 236, Year Built: 1970, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 31,289 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 37,465 (year 2035), Design Load: HS 20+Mod, Features Intersected: HOLMES RUN, Facility Carried by Structure: DUKE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.841, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 287.0m (941.6ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 34.1m (111.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 75.3 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.03m (0.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2016, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 19932, Location: 03.39FR1/01.40TO495 (Lat: 38.811586, Lng: -77.113742), Route carried "on" structure: State highway 236, Year Built: 1970, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 31,289 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 37,465 (year 2035), Design Load: HS 20+Mod, Features Intersected: HOLMES RUN, Facility Carried by Structure: DUKE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.841, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 287.0m (941.6ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 34.1m (111.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 75.3 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.03m (0.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2016, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 19933, Location: 0.47 TELE. RD./0.91 WASH (Lat: 38.805036, Lng: -77.065497), Route carried "on" structure: State highway 236, Year Built: 1981, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 21,539 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 23,755 (year 2035), Design Load: HS 20+Mod, Features Intersected: CSX RAILWAY, Facility Carried by Structure: DUKE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.529, Lanes on structure: 6, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 152.0m (498.7ft), Skew: 25 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 28.7m (94.2ft), Out-to-Out Width: 33.2m (108.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 67.1 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.61m (2.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2016, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $10,000, Total Project Cost: $265,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 19933, Location: 0.47 TELE. RD./0.91 WASH (Lat: 38.805036, Lng: -77.065497), Route carried "on" structure: State highway 236, Year Built: 1981, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 21,539 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 23,755 (year 2035), Design Load: HS 20+Mod, Features Intersected: CSX RAILWAY, Facility Carried by Structure: DUKE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.529, Lanes on structure: 6, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 152.0m (498.7ft), Skew: 25 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 28.7m (94.2ft), Out-to-Out Width: 33.2m (108.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 67.1 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.61m (2.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2016, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $10,000, Total Project Cost: $265,000 ( Estimate for 2016), 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: 19934, Location: 0.32FR401 0.25TOFAIRFX CL (Lat: 38.815897, Lng: -77.138514), Route carried "on" structure: State highway 236, Year Built: 1969, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 61,556 (year 2014), Average Future Daily Traffic: 70,859 (year 2035), Design Load: HS 20, Features Intersected: ROUTE I-395, Facility Carried by Structure: DUKE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.895, Lanes on structure: 6, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 152.0m (498.7ft), Skew: 22 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 32.3m (106.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 91.70m (300.85ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2017, Bridge Improvement Cost: $325,000, Roadway Improvement Cost: $33,000, Total Project Cost: $370,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 19934, Location: 0.32FR401 0.25TOFAIRFX CL (Lat: 38.815897, Lng: -77.138514), Route carried "on" structure: State highway 236, Year Built: 1969, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 61,556 (year 2014), Average Future Daily Traffic: 70,859 (year 2035), Design Load: HS 20, Features Intersected: ROUTE I-395, Facility Carried by Structure: DUKE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.895, Lanes on structure: 6, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 152.0m (498.7ft), Skew: 22 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 32.3m (106.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Operating Rating: 47.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 91.70m (300.85ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2017, Bridge Improvement Cost: $325,000, Roadway Improvement Cost: $33,000, Total Project Cost: $370,000 ( Estimate for 2015), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 19934, Location: 0.32FR401 0.25TOFAIRFX CL (Lat: 38.815897, Lng: -77.138514), Route carried "under" structure: Interstate 395, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 155,150 (year 1994), Truck Traffic: 2%, Features Intersected: ROUTE I-395, Facility Carried by Structure: DUKE STREET
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 4.425, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
Structure Number: 19934, Location: 0.32FR401 0.25TOFAIRFX CL (Lat: 38.815897, Lng: -77.138514), Route carried "under" structure: Interstate 395, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 155,150 (year 1994), Truck Traffic: 2%, Features Intersected: ROUTE I-395, Facility Carried by Structure: DUKE STREET
Minimum Vertical Clearance: 5.28m (17.32ft), Kilometerpoint: 4.425, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
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Structure Number: 19934, Location: 0.32FR401 0.25TOFAIRFX CL (Lat: 38.815897, Lng: -77.138514), Route carried "under" structure: Interstate 395, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 17,000 (year 1994), Truck Traffic: 3%, Features Intersected: ROUTE I-395, Facility Carried by Structure: DUKE STREET
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
Structure Number: 19934, Location: 0.32FR401 0.25TOFAIRFX CL (Lat: 38.815897, Lng: -77.138514), Route carried "under" structure: Interstate 395, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 17,000 (year 1994), Truck Traffic: 3%, Features Intersected: ROUTE I-395, Facility Carried by Structure: DUKE STREET
Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
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Structure Number: 19934, Location: 0.32FR401 0.25TOFAIRFX CL (Lat: 38.815897, Lng: -77.138514), Route carried "under" structure: Interstate 395, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 17,000 (year 1994), Truck Traffic: 3%, Features Intersected: ROUTE I-395, Facility Carried by Structure: DUKE STREET
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
Structure Number: 19934, Location: 0.32FR401 0.25TOFAIRFX CL (Lat: 38.815897, Lng: -77.138514), Route carried "under" structure: Interstate 395, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 17,000 (year 1994), Truck Traffic: 3%, Features Intersected: ROUTE I-395, Facility Carried by Structure: DUKE STREET
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 0.000, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft)
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Structure Number: 19936, Location: 0.85 241 & 0.45 1 (Lat: 38.804047, Lng: -77.057875), Route carried "on" structure: State highway 236, Year Built: 1932, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 21,539 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 23,755 (year 2035), Design Load: HS 20, Features Intersected: HOOF'S RUN, Facility Carried by Structure: DUKE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 152.0m (498.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.6 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 minimum criteria, Length Of Structure Improvement: 0.03m (0.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2017, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000 ( Estimate for 2017)
Structure Number: 19936, Location: 0.85 241 & 0.45 1 (Lat: 38.804047, Lng: -77.057875), Route carried "on" structure: State highway 236, Year Built: 1932, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 21,539 (year 2014), Truck Traffic: 1%, Average Future Daily Traffic: 23,755 (year 2035), Design Load: HS 20, Features Intersected: HOOF'S RUN, Facility Carried by Structure: DUKE STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 4, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 152.0m (498.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.2m (17.1ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.6 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 minimum criteria, Length Of Structure Improvement: 0.03m (0.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2017, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $1,000, Total Project Cost: $3,000 ( Estimate for 2017)
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Structure Number: 19937, Location: 00.47FR495/00.22TO236 (Lat: 38.806017, Lng: -77.072989), Route carried "on" structure: State highway 241, Year Built: 1969, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 60,772 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 80,000 (year 2034), Design Load: HS 20+Mod, Features Intersected: RT 236-DUKE ST, Facility Carried by Structure: TELEGRAPH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.928, Lanes on structure: 4, Lanes under structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 1.8m (5.9ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 57.60m (188.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2016, Bridge Improvement Cost: $560,000, Roadway Improvement Cost: $1,000, Total Project Cost: $563,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 19937, Location: 00.47FR495/00.22TO236 (Lat: 38.806017, Lng: -77.072989), Route carried "on" structure: State highway 241, Year Built: 1969, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 60,772 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 80,000 (year 2034), Design Load: HS 20+Mod, Features Intersected: RT 236-DUKE ST, Facility Carried by Structure: TELEGRAPH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.928, Lanes on structure: 4, Lanes under structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 1.8m (5.9ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 1.8m (5.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 15.2m (49.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 57.60m (188.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2016, Bridge Improvement Cost: $560,000, Roadway Improvement Cost: $1,000, Total Project Cost: $563,000 ( Estimate for 2016), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete