Bridge Statistics for Baltimore, Maryland (MD)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 200000BC421401,  Location: MORAVIA RAMP TO PULASKI H (Lat: 39.507683,  Lng: -76.886986),  Route carried "on" structure: Ramp City street 55,  Year Built: 1970,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 8,480 (year 2015),  Truck Traffic: 16%,  Average Future Daily Traffic: 10,350 (year 2035),  Features Intersected: HERRING RUN,  Facility Carried by Structure: MORAVIA ROAD RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.82m (19.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $10,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 200000BC425502,  Location: 0.6 MI SE OF BELAIR RD (Lat: 39.336722,  Lng: -76.539389),  Route carried "on" structure: City street 961,  Year Built: 1964,  Status: Open,  Structure Length: 25.09m (82.32ft),  Average Daily Traffic: 4,563 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,820 (year 2037),  Features Intersected: MOORE'S RUN,  Facility Carried by Structure: HAMILTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.588,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 25.09m (82.32ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $32,000,  Total Project Cost: $36,000 ( Estimate for 2018)

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Structure Number: 200000BC425602,  Location: 0.2 MI N OF IS 895 (Lat: 39.313500,  Lng: -76.543500),  Route carried "on" structure: City street 55,  Year Built: 1966,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 25,077 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 33,700 (year 2036),  Design Load: HS 20,  Features Intersected: BIDDISON RUN,  Facility Carried by Structure: MORAVIA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.846,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 25 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.19m (3.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $13,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $22,000

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Structure Number: 200000BC425702,  Location: PULASKI HY OV MOORE'S RUN (Lat: 39.309633,  Lng: -76.530839),  Route carried "on" structure: US 40,  Year Built: 1971,  Status: Open,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 45,410 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 55,960 (year 2027),  Design Load: H 20,  Features Intersected: MOORES RUN,  Facility Carried by Structure: PULASKI HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.846,  Lanes on structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 28.3m (92.8ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 0.0m,  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m

Condition: Channel: Poor,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $2,000

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Structure Number: 200000BC430101,  Location: KEITH AVE OV BROENING HWY (Lat: 39.449861,  Lng: -76.908664),  Route carried "on" structure: City street 5854,  Year Built: 1973,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 1,849 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,301 (year 2028),  Design Load: HS 20,  Features Intersected: BROENING HIGHWAY,  Facility Carried by Structure: KEITH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.207,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 85.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.97m (19.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $82,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $102,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 200000BC440101,  Location: 0.2 MI W OF I-895 (Lat: 39.291683,  Lng: -76.558125),  Route carried "on" structure: City street 150,  Year Built: 1991,  Status: Open,  Structure Length: 12.62m (41.40ft),  Average Daily Traffic: 30,700 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 38,200 (year 2027),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN RAILROA,  Facility Carried by Structure: LOMBARD STREET VIA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.319,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 59.4 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 12.62m (41.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $111,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $133,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 200000BC440201,  Location: 0.6 MI W ERDMAN AVE (Lat: 39.326400,  Lng: -76.567556),  Route carried "on" structure: US 1,  Year Built: 1925,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 22,752 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 27,761 (year 2040),  Design Load: H 20,  Features Intersected: HERRING RUN,  Facility Carried by Structure: BELAIR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.319,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.9m (52.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 19.3m (63.3ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.74m (5.71ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: November 2017,  Bridge Improvement Cost: $28,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $51,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200000BC440301,  Location: 0.5 MI W OF I-895 (Lat: 39.280606,  Lng: -76.562767),  Route carried "on" structure: City street 1400,  Year Built: 1999,  Status: Open,  Structure Length: 31.58m (103.61ft),  Average Daily Traffic: 25,970 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 31,860 (year 2027),  Design Load: HS 25 or greater,  Features Intersected: NORFOLK SOUTHERN RR, CAN,  Facility Carried by Structure: O'DONNELL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.191,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 200000BC440401,  Location: PONCA ST. OVER CANTON RR (Lat: 39.282236,  Lng: -76.554736),  Route carried "on" structure: City street 1300,  Year Built: 1973,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 2,287 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,847 (year 2042),  Design Load: HS 20,  Features Intersected: CANTON RAILROAD,  Facility Carried by Structure: PONCA STREET
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 1.078,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 57.1 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.66m (12.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $128,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 200000BC440501,  Location: 0.2 MI W CEDONIA AVE (Lat: 39.330244,  Lng: -76.535039),  Route carried "on" structure: City street 1030,  Year Built: 1930,  Year Reconstructed: 1960,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 10,737 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,102 (year 2036),  Features Intersected: MOORE'S RUN,  Facility Carried by Structure: RADECKE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.579,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 1.3m (4.3ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $126,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $138,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200000BC450101,  Location: 0.8 MI W ERDMAN AVE (Lat: 39.323439,  Lng: -76.561478),  Route carried "on" structure: City street 2525,  Year Built: 1963,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 32,043 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 39,078 (year 2040),  Design Load: HS 20,  Features Intersected: HERRING RUN,  Facility Carried by Structure: BREHMS LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.290,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 82.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.80m (9.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $156,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $175,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200000BC450201,  Location: 0.6 MI W ERDMAN AVE (Lat: 39.324661,  Lng: -76.562656),  Route carried "on" structure: City street 2485,  Year Built: 1928,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 2,933 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,940 (year 2040),  Design Load: H 20,  Features Intersected: HERRING RUN,  Facility Carried by Structure: MANNASOTA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.917,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.9m (52.2ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 83.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $31,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $48,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200000BC455602,  Location: 0.3 MI NE OF IS 895 (Lat: 39.316161,  Lng: -76.543856),  Route carried "on" structure: City street 1020,  Year Built: 1966,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 1,374 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,894 (year 2036),  Design Load: HS 20,  Features Intersected: BIDDISON RUN,  Facility Carried by Structure: MORAVIA PARK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $20,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200000BC510101,  Location: RUSSELL ST VIA OV OSTEND (Lat: 39.274611,  Lng: -77.052742),  Route carried "on" structure: State highway 295,  Year Built: 1951,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 38.68m (126.90ft),  Average Daily Traffic: 70,700 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 86,100 (year 2039),  Design Load: HS 20,  Features Intersected: OSTEND STREET AND CSX,  Facility Carried by Structure: RUSSELL STREET VIA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 19,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.63m (31.59ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Bridge Improvement Cost: $2,975,000,  Roadway Improvement Cost: $32,000,  Total Project Cost: $3,007,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 200000BC510201,  Location: RUSSELL ST VIA OV MONROE (Lat: 39.270847,  Lng: -76.631633),  Route carried "on" structure: State highway 295,  Year Built: 2007,  Status: Open,  Structure Length: 31.97m (104.89ft),  Average Daily Traffic: 13,000 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 17,693 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: MONROE STREET,  Facility Carried by Structure: RUSSELL STREET
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.998,  Lanes on structure: 7,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 29.6m (97.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Number Of Approach Spans: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 29.4m (96.5ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 31.97m (104.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $3,592,000,  Roadway Improvement Cost: $300,000,  Total Project Cost: $3,892,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200000BC510301,  Location: 0.2 MI S OF I-95 (Lat: 39.267306,  Lng: -76.634861),  Route carried "on" structure: State highway 295,  Year Built: 1963,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 46,276 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 56,466 (year 2036),  Design Load: HS 20,  Features Intersected: CSX,  Facility Carried by Structure: RUSSELL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.998,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 29.6m (97.1ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb-To-Curb Width: 33.7m (110.6ft),  Out-to-Out Width: 34.9m (114.5ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Critical,  Operating Rating: 73.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  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: 6.46m (21.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $350,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $353,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 200000BC510405,  Location: 0.3 MI S IS 95 (Lat: 39.450464,  Lng: -77.065317),  Route carried "on" structure: State highway 295,  Year Built: 1963,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 14.69m (48.20ft),  Average Daily Traffic: 51,578 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 68,423 (year 2038),  Design Load: HS 20,  Features Intersected: GWYNN FALLS, MANOKIN ST,,  Facility Carried by Structure: RUSSELL ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 14,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 36.7m (120.4ft),  Out-to-Out Width: 38.1m (125.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.69m (48.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $51,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 200000BC514601,  Location: 0.6 M. E. OF HANOVER ST (Lat: 39.266378,  Lng: -76.613175),  Route carried "on" structure: City street 4320,  Year Built: 1981,  Status: Open,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 1,979 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,464 (year 2042),  Design Load: HS 20,  Features Intersected: CSX,  Facility Carried by Structure: MCCOMAS STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 85.422,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $111,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 200000BC520201,  Location: 0.4 MI E CATON AVE (Lat: 0.654544,  Lng: -1.277617),  Route carried "on" structure: US 1,  Year Built: 1936,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 35,470 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 43,270 (year 2035),  Design Load: H 20,  Features Intersected: GWYNNS FALLS,  Facility Carried by Structure: WILKENS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.706,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 21.1m (69.2ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Inventory Rating: 67.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.84m (12.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $63,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $74,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200000BC520301,  Location: 0.1 MI W OF BRUNSWICK ST (Lat: 39.271100,  Lng: -76.679486),  Route carried "on" structure: US 1,  Year Built: 1991,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 9,264 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,971 (year 2033),  Design Load: HS 20,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: WILKENS AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.706,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 61.7 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: Equal to present desirable criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $20,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 200000BC520401,  Location: 0.2 MI W OF RTE 648 (Lat: 39.250439,  Lng: -76.642564),  Route carried "on" structure: City street 100,  Year Built: 1994,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 3,800 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,650 (year 2036),  Design Load: HS 20,  Features Intersected: MD 295, B/W PARKWAY,  Facility Carried by Structure: PATAPSCO AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.089,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 69.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.63m (28.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $23,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $27,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200000BC520501,  Location: 1 MI E OF IS 95 (Lat: 39.255669,  Lng: -76.659169),  Route carried "on" structure: City street 100,  Year Built: 1962,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 5.34m (17.52ft),  Average Daily Traffic: 12,100 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,770 (year 2027),  Design Load: HS 20,  Features Intersected: CSX,  Facility Carried by Structure: PATAPSCO AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.714,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Inventory Rating: 76.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.33m (17.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $67,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $75,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 200000BC5206013,  Location: 2 MI E BAL WASH EXPR (Lat: 39.239844,  Lng: -76.613761),  Route carried "on" structure: City street 100,  Year Built: 1961,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 50.41m (165.39ft),  Average Daily Traffic: 23,835 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 29,080 (year 2027),  Design Load: HS 20,  Features Intersected: PATAPSCO RIVER,  Facility Carried by Structure: PATAPSCO AVENUE EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 33,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 67.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: 50.41m (165.39ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2020,  Underwater Inspection Date: April 2018,  Bridge Improvement Cost: $386,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $393,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 200000BC5206014,  Location: 2 MI E BAL WASH EXPR (Lat: 39.239689,  Lng: -76.613836),  Route carried "on" structure: City street 100,  Year Built: 1961,  Status: Open,  Structure Length: 50.41m (165.39ft),  Average Daily Traffic: 44,115 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 53,360 (year 2027),  Design Load: HS 20,  Features Intersected: PATAPSCO RIVER,  Facility Carried by Structure: PATAPSCO AVENUE WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 33,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: 50.41m (165.39ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: April 2020,  Underwater Inspection Date: April 2018,  Bridge Improvement Cost: $420,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $433,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 200000BC520701,  Location: .1 MI S OF 695 (Lat: 39.205558,  Lng: -76.570217),  Route carried "on" structure: State highway 173,  Year Built: 1930,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 15,177 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 24,867 (year 2040),  Design Load: H 20,  Features Intersected: CSX,  Facility Carried by Structure: HAWKINS POINT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.05m (10.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $114,000,  Roadway Improvement Cost: $217,000,  Total Project Cost: $331,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200000BC520901,  Location: HANOVER ST OVER CSX RR (Lat: 39.266889,  Lng: -76.614778),  Route carried "on" structure: State highway 2,  Year Built: 1929,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 2,745 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 34,860 (year 2042),  Design Load: H 20,  Features Intersected: CSX,  Facility Carried by Structure: HANOVER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Serious,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.28m (20.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $128,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $139,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 200000BC521001,  Location: 0.5 MI S OF I 95 (Lat: 39.260961,  Lng: -76.615106),  Route carried "on" structure: State highway 2,  Year Built: 1916,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 61.66m (202.30ft),  Average Daily Traffic: 14,220 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 17,520 (year 2036),  Design Load: HS 20,  Features Intersected: MIDDLE BRANCH,  Facility Carried by Structure: HANOVER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Navigation Control: Yes ( Vertical Clearance: 11.3m (37.1ft), Horizontal Clearance: 45.7m (149.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 36,  Length of Maximum Span: 69.8m (229.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: 69.80m (229.00ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 48 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Critical Feature Inspection Date: November 2021,  Underwater Inspection Date: November 2018,  Other Special Inspection Date: January 2021,  Bridge Improvement Cost: $705,000,  Roadway Improvement Cost: $64,000,  Total Project Cost: $769,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Other Coated Reinforcing

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Structure Number: 200000BC521101,  Location: 1.3 MI S OF IS 95 (Lat: 39.246406,  Lng: -76.610981),  Route carried "on" structure: State highway 2,  Year Built: 1973,  Status: Open,  Structure Length: 20.30m (66.60ft),  Average Daily Traffic: 23,600 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 28,800 (year 2027),  Design Load: HS 20,  Features Intersected: PATAPSCO RIVER,  Facility Carried by Structure: HANOVER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.30m (66.60ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: July 2020,  Underwater Inspection Date: April 2019,  Bridge Improvement Cost: $74,000,  Roadway Improvement Cost: $33,000,  Total Project Cost: $107,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 200000BC521201,  Location: HANOVER ST OVER CSX RR (Lat: 39.265108,  Lng: -76.614753),  Route carried "on" structure: State highway 2,  Year Built: 1900,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 11.19m (36.71ft),  Average Daily Traffic: 27,130 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 33,099 (year 2040),  Design Load: HS 20,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: HANOVER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.386,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.8m (61.7ft),  Out-to-Out Width: 30.0m (98.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 57.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.19m (36.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $486,000,  Total Project Cost: $486,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 200000BC521301,  Location: AT FREDERICK AVE JCT (Lat: 39.280572,  Lng: -76.672261),  Route carried "on" structure: City street 100,  Year Built: 1955,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 27,530 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 33,070 (year 2036),  Design Load: HS 20,  Features Intersected: AMTRAK,  Facility Carried by Structure: HILTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.672,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 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: 3.84m (12.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $12,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 200000BC521401,  Location: 0.1 MI NW OF I-95 (Lat: 39.271486,  Lng: -76.637275),  Route carried "on" structure: City street 43,  Year Built: 1955,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 27.22m (89.30ft),  Average Daily Traffic: 12,000 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 18,000 (year 2027),  Design Load: HS 20,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: MONROE STREET VIAD
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.290,  Lanes on structure: 4,  Lanes under structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 6,  Length of Maximum Span: 48.8m (160.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.0m,  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 36.18m (118.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $12,000,  Total Project Cost: $12,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 200000BC521501,  Location: MONROE ST & MT CLARE MANS (Lat: 39.279103,  Lng: -76.646308),  Route carried "on" structure: City street 43,  Year Built: 1993,  Status: Open,  Structure Length: 8.87m (29.10ft),  Average Daily Traffic: 17,281 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 21,510 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: B&O MUSEUM RR,  Facility Carried by Structure: MONROE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.593,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.9m (85.0ft),  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: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 76.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.87m (29.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $21,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $22,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Other,  Deck Protection: Other

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Structure Number: 200000BC5216011,  Location: 1.5 MI S PATAPSCO AVE (Lat: 39.213464,  Lng: -76.587311),  Route carried "on" structure: State highway 173,  Year Built: 1986,  Status: Open,  Structure Length: 8.87m (29.10ft),  Average Daily Traffic: 13,500 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,800 (year 2036),  Design Load: HS 20,  Features Intersected: CABIN BRANCH,  Facility Carried by Structure: PENNINGTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.593,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 8.87m (29.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $13,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 200000BC521701,  Location: 2 MI S PATAPSCO AVE (Lat: 39.208178,  Lng: -76.583397),  Route carried "on" structure: State highway 173,  Year Built: 1976,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 58.40m (191.60ft),  Average Daily Traffic: 13,500 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,800 (year 2027),  Design Load: HS 20,  Features Intersected: CURTIS CREEK,  Facility Carried by Structure: PENNINGTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.593,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 10 degrees,  Navigation Control: Yes ( Vertical Clearance: 10.7m (35.1ft), Horizontal Clearance: 61.0m (200.1ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 15,  Length of Maximum Span: 96.6m (316.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 52.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 58.40m (191.60ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Underwater Inspection Date: June 2021,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $175,000,  Roadway Improvement Cost: $5,000,  Total Project Cost: $180,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 200000BC521801,  Location: 0.7 MI S HANOVER ST (Lat: 39.246686,  Lng: -76.612569),  Route carried "on" structure: State highway 2,  Year Built: 2005,  Status: Open,  Structure Length: 51.82m (170.01ft),  Average Daily Traffic: 14,000 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 20,000 (year 2027),  Design Load: HS 25 or greater,  Features Intersected: PATAPSCO RIVER,  Facility Carried by Structure: POTEE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.593,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2020,  Underwater Inspection Date: July 2019,  Bridge Improvement Cost: $58,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $66,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 200000BC521901,  Location: 0.5 MI W MONROE ST (Lat: 39.453383,  Lng: -77.087619),  Route carried "on" structure: City street 1281,  Year Built: 1975,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 16,525 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,160 (year 2035),  Design Load: HS 20,  Features Intersected: GWYNNS FALLS,  Facility Carried by Structure: WASHINGTON BOULEVA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.076,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.2m (76.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.55m (18.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $121,000,  Roadway Improvement Cost: $292,000,  Total Project Cost: $413,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 200000BC522001,  Location: 0.7 MI W OF CATON AVENUE (Lat: 39.271150,  Lng: -76.679122),  Route carried "on" structure: US 1,  Year Built: 1928,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 16,520 (year 2014),  Truck Traffic: 20%,  Average Future Daily Traffic: 20,560 (year 2036),  Features Intersected: AMTRAK,  Facility Carried by Structure: WILKENS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.076,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 25 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 21.5m (70.5ft),  Out-to-Out Width: 25.1m (82.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 55.3 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: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.60m (11.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $30,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete