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

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Structure Number: 200000BC321101,  Location: 0.2 MI E OF HILLEN RD (Lat: 39.345247,  Lng: -76.580922),  Route carried "on" structure: City street 55,  Year Built: 1929,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 16,151 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,707 (year 2040),  Features Intersected: HERRING RUN,  Facility Carried by Structure: COLD SPRING LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.729,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 48.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.04m (6.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $18,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $42,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200000BC321201,  Location: 0.4 MI S ARGONNE DRIVE (Lat: 39.559269,  Lng: -76.970156),  Route carried "on" structure: City street 147,  Year Built: 1911,  Year Reconstructed: 1927,  Status: Closed,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 21,704 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,534 (year 2036),  Design Load: HS 20,  Features Intersected: HERRING RUN,  Facility Carried by Structure: HARFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.729,  Lanes on structure: 4,  Lanes under structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.4m (126.0ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.84m (29.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2018,  Bridge Improvement Cost: $321,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $331,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200000BC321301,  Location: 0.09 MI E PERRING PKWY (Lat: 39.355672,  Lng: -76.572867),  Route carried "on" structure: City street 960,  Year Built: 1974,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 13,233 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,147 (year 2036),  Design Load: HS 20,  Features Intersected: HERRING RUN,  Facility Carried by Structure: WOODBOURNE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 4,  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: 2,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 58.5 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 minimum criteria,  Length Of Structure Improvement: 2.87m (9.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $34,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $37,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 200000BC321501,  Location: 0.8 MI N NORTH AVE (Lat: 39.317625,  Lng: -76.628417),  Route carried "on" structure: City street 1611,  Year Built: 1961,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 23.04m (75.59ft),  Average Daily Traffic: 23,187 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 28,293 (year 2036),  Design Load: HS 20,  Features Intersected: FALLS ROAD, JONES FALLS,,  Facility Carried by Structure: 28TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.434,  Lanes on structure: 3,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 47.5m (155.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.04m (75.59ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 72 months,  Inspection Date: December 2020,  Other Special Inspection Date: December 2020,  Bridge Improvement Cost: $109,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $110,000,  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: 200000BC325502,  Location: 0.6 MI E OF LOCH RAVEN BD (Lat: 39.367172,  Lng: -76.580006),  Route carried "on" structure: City street 1022,  Year Built: 1964,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 24,655 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,085 (year 2035),  Features Intersected: HERRING RUN,  Facility Carried by Structure: NORTHERN PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.677,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  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: October 2020,  Bridge Improvement Cost: $35,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $37,000

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Structure Number: 200000BC325602,  Location: 0.7 MI N OF COLDSPRING LA (Lat: 39.356511,  Lng: -76.595964),  Route carried "on" structure: City street 467,  Year Built: 1950,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 9,575 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,340 (year 2029),  Design Load: H 20,  Features Intersected: CHINQUAPIN RUN,  Facility Carried by Structure: THE ALAMEDA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.719,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 5.2m (17.1ft),  Right: 5.2m (17.1ft)

Condition: Channel: Good,  Culverts: Fair,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $14,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $33,000

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Structure Number: 200000BC340101,  Location: 0.2 MI W HARFORD RD (Lat: 39.339169,  Lng: -76.577608),  Route carried "on" structure: City street 1100,  Year Built: 1958,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 11.73m (38.48ft),  Average Daily Traffic: 12,687 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,792 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: HERRING RUN,  Facility Carried by Structure: ARGONNE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.138,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 85.3 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.73m (38.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $13,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 200000BC340201,  Location: 0.2 MI E PERRING PKWY (Lat: 39.353978,  Lng: -76.573272),  Route carried "on" structure: City street 1040,  Year Built: 1940,  Status: Posted for load,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 47,118 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 58,648 (year 2042),  Features Intersected: HERRING RUN,  Facility Carried by Structure: ECHODALE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.006,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.9m (52.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 90.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.71m (5.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $30,000,  Roadway Improvement Cost: $122,000,  Total Project Cost: $188,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200000BC3403011,  Location: 0.6 MI N COLDSPRING LA (Lat: 39.351214,  Lng: -76.590644),  Route carried "on" structure: State highway 542,  Year Built: 1932,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 32,200 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 45,243 (year 2038),  Design Load: H 20,  Features Intersected: CHINQUAPIN RUN,  Facility Carried by Structure: LOCH RAVEN BOULEVA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.540,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.16m (20.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $60,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $81,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 200000BC3403012,  Location: 0.6 MI N COLDSPRING LA (Lat: 39.351236,  Lng: -76.590933),  Route carried "on" structure: State highway 542,  Year Built: 1932,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 6.19m (20.31ft),  Average Daily Traffic: 32,200 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 45,243 (year 2038),  Design Load: H 20,  Features Intersected: CHINQUAPIN RUN,  Facility Carried by Structure: LOCH RAVEN BOULEVA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.540,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.49m (21.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $45,000,  Roadway Improvement Cost: $16,000,  Total Project Cost: $61,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 200000BC340501,  Location: 0.6 MI W CHARLES STREET (Lat: 39.336422,  Lng: -76.623908),  Route carried "on" structure: City street 2260,  Year Built: 1908,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 6,340 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,510 (year 2040),  Features Intersected: STONY RUN,  Facility Carried by Structure: UNIVERSITY PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.400,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  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 replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.65m (8.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $53,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $57,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200000BC340601,  Location: KELLY AVE AND FALLS RD (Lat: 39.366861,  Lng: -76.651056),  Route carried "on" structure: City street 2200,  Year Built: 1925,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 24.05m (78.90ft),  Average Daily Traffic: 17,463 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,949 (year 2039),  Design Load: H 20,  Features Intersected: I-83, JONES FALLS & MTA,  Facility Carried by Structure: KELLY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 38.7m (127.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 65.8 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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 24.05m (78.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $129,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $130,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 200000BC345601,  Location: 0.9 MI N OF NORTH AVE (Lat: 39.326333,  Lng: -76.625308),  Route carried "on" structure: City street 2230,  Year Built: 1900,  Year Reconstructed: 1930,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 4,280 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,330 (year 2027),  Features Intersected: STONEY RUN,  Facility Carried by Structure: REMINGTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 2 degrees,  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Superstructure: Fair,  Substructure: Critical,  Channel: Poor,  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.00m (19.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $70,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $85,000

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Structure Number: 200000BC345702,  Location: 0.2 MI E OF THE ALAMEDA (Lat: 39.353950,  Lng: -76.594872),  Route carried "on" structure: City street 1140,  Year Built: 1956,  Status: Open,  Structure Length: 0.62m (2.03ft),  Average Daily Traffic: 13,340 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,590 (year 2035),  Design Load: H 20,  Features Intersected: CHINQUAPIN RUN,  Facility Carried by Structure: WOODBOURNE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.657,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 4.9m (16.1ft),  Right: 4.9m (16.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.44m (8.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $65,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $98,000 ( Estimate for 2016)

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Structure Number: 200000BC350101,  Location: 0.2 MI N 29TH ST (Lat: 39.320611,  Lng: -76.631053),  Route carried "on" structure: City street 1701,  Year Built: 1961,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 13.32m (43.70ft),  Average Daily Traffic: 28,326 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 42,091 (year 2036),  Design Load: HS 20,  Features Intersected: I-83 AND MTA,  Facility Carried by Structure: CEDAR / WYMAN PARK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.542,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 36.0m (118.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 13.32m (43.70ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 2020,  Bridge Improvement Cost: $43,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $61,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 200000BC350201,  Location: 0.03 MI W SMITH AVE-FALLS (Lat: 39.367683,  Lng: -76.649200),  Route carried "on" structure: City street 7009,  Year Built: 1970,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 600 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 750 (year 2027),  Design Load: HS 20,  Features Intersected: WESTERN RUN,  Facility Carried by Structure: COTTONWORTH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 78.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.19m (7.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $37,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $41,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 200000BC350301,  Location: 0.4 MI N KELLY AVE & I 83 (Lat: 39.367119,  Lng: -76.653289),  Route carried "on" structure: City street 2180,  Year Built: 1983,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 10,900 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,600 (year 2027),  Design Load: HS 20,  Features Intersected: WESTERN RUN,  Facility Carried by Structure: GREELY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  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: 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: 1.13m (3.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $34,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 200000BC350401,  Location: 0.4 MI S NORTHERN PKWY (Lat: 39.362267,  Lng: -76.578411),  Route carried "on" structure: City street 2570,  Year Built: 1962,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 9,115 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,125 (year 2035),  Design Load: HS 20,  Features Intersected: TRIBUTARY TO HERRING RUN,  Facility Carried by Structure: HILLEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.641,  Lanes on structure: 2,  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: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Inventory Rating: 56.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $60,000,  Roadway Improvement Cost: $26,000,  Total Project Cost: $86,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200000BC350601,  Location: INTER WITH SMITH AVE (Lat: 39.366806,  Lng: -76.655444),  Route carried "on" structure: City street 7010,  Year Built: 1964,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 634 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 751 (year 2033),  Design Load: HS 20,  Features Intersected: WESTERN RUN,  Facility Carried by Structure: LOCHLEA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.68m (5.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $64,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $91,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200000BC350701,  Location: 0.03 MI N COLD SPRING LA (Lat: 39.345692,  Lng: -76.649250),  Route carried "on" structure: City street 7011,  Year Built: 1973,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 140 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 170 (year 2040),  Design Load: HS 20,  Features Intersected: JONES FALLS,  Facility Carried by Structure: BRAND AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m,  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 73.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 4.11m (13.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $36,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $42,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 200000BC350801,  Location: 0.05 MI N KELLY AVE (Lat: 39.367733,  Lng: -76.652328),  Route carried "on" structure: City street 7012,  Year Built: 1972,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 1,941 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,300 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: WESTERN RUN,  Facility Carried by Structure: NEWBURY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.805,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 73.0 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,  Waterway Adequacy: Equal to present desirable criteria,  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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 200000BC350901,  Location: INTER. WITH FALLS ROAD (Lat: 39.367758,  Lng: -76.648678),  Route carried "on" structure: City street 2180,  Year Built: 1963,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 7,284 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,888 (year 2036),  Design Load: HS 20,  Features Intersected: JONES FALLS,  Facility Carried by Structure: SMITH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  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: 2,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Inventory Rating: 62.1 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 minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.60m (11.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $120,000,  Roadway Improvement Cost: $71,000,  Total Project Cost: $191,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200000BC351001,  Location: 0.2 MI S 41ST ST (Lat: 39.331950,  Lng: -76.642439),  Route carried "on" structure: City street 2735,  Year Built: 1960,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 4,766 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,816 (year 2036),  Design Load: HS 20,  Features Intersected: JONES FALLS,  Facility Carried by Structure: UNION AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 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: 4.51m (14.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $215,000,  Total Project Cost: $235,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 200000BC355502,  Location: BONNIEVIEW DR @ WSTRN RUN (Lat: 39.375286,  Lng: -76.665292),  Route carried "on" structure: City street 7037,  Year Built: 1950,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 749 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 960 (year 2037),  Features Intersected: WESTERN RUN,  Facility Carried by Structure: BONNIEVIEW DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.965,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 0.0m

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: Better than present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $21,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $73,000 ( Estimate for 2016)

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Structure Number: 200000BC355602,  Location: 0.2 MI N OF COLDSPRING LA (Lat: 39.348500,  Lng: -76.584728),  Route carried "on" structure: City street 2570,  Year Built: 1900,  Year Reconstructed: 1950,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 11,996 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,621 (year 2036),  Features Intersected: CHINQUAPIN RUN,  Facility Carried by Structure: HILLEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.56m (24.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $27,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $33,000

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Structure Number: 200000BC355802,  Location: OVERHILL RD OV STONY RUN (Lat: 39.342044,  Lng: -76.625939),  Route carried "on" structure: City street 7036,  Year Built: 1930,  Year Reconstructed: 1966,  Status: Posted for load,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 11,921 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 14,118 (year 2033),  Features Intersected: STONY RUN,  Facility Carried by Structure: OVERHILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 20.0 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.57m (31.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $117,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $120,000

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Structure Number: 200000BC410501,  Location: .2 MI. W. OF I 95 (Lat: 39.307292,  Lng: -76.534039),  Route carried "on" structure: Ramp City street 55,  Year Built: 1956,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 7,760 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,560 (year 2028),  Features Intersected: PULASKI HIGHWAY,  Facility Carried by Structure: MORAVIA RD RAMP E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.22m (23.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $68,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $71,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 200000BC413201,  Location: KEITH AVE OVER CONSOL (Lat: 39.264303,  Lng: -76.561317),  Route carried "on" structure: City street 5857,  Year Built: 1981,  Status: Open,  Structure Length: 51.91m (170.31ft),  Average Daily Traffic: 46,104 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 122,328 (year 2040),  Design Load: HS 20,  Features Intersected: CONSOL ENERGY RAIL YARD,  Facility Carried by Structure: KEITH AVENUE VIADU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1608.984,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 74.1m (243.1ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 51.91m (170.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $211,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $251,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 200000BC413301,  Location: KEITH AVE OVER NEWKIRK ST (Lat: 39.265506,  Lng: -76.555556),  Route carried "on" structure: City street 5857,  Year Built: 1981,  Status: Open,  Structure Length: 33.77m (110.79ft),  Average Daily Traffic: 24,450 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 29,830 (year 2027),  Design Load: HS 20,  Features Intersected: NEWKIRK ST, OLD KEITH AV,  Facility Carried by Structure: KEITH AVENUE VIADU
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 1608.984,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 33.77m (110.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $90,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $94,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 200000BC413401,  Location: 0.0 MI. S. OF KEITH AVE. (Lat: 39.264658,  Lng: -76.553369),  Route carried "on" structure: City street 2365,  Year Built: 1990,  Status: Open,  Structure Length: 16.37m (53.71ft),  Average Daily Traffic: 1,183 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,349 (year 2041),  Design Load: HS 20,  Features Intersected: CANTON AND CSX RAILROADS,  Facility Carried by Structure: NEW VAIL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Toll Authority,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.9m (29.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 16.37m (53.71ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  Bridge Improvement Cost: $28,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $40,000,  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: 200000BC420101,  Location: 0.2 MI N OF IS 895 (Lat: 39.301211,  Lng: -76.550858),  Route carried "on" structure: State highway 151,  Year Built: 1985,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 18,700 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 23,300 (year 2027),  Design Load: HS 20,  Features Intersected: PULASKI HIGHWAY,  Facility Carried by Structure: ERDMAN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 24.6m (80.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 71.2 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.33m (14.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $91,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $112,000,  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: 200000BC420201,  Location: 1.5 MI SE OF I-895 (Lat: 39.440294,  Lng: -76.901003),  Route carried "on" structure: City street 908,  Year Built: 1968,  Status: Open,  Structure Length: 17.62m (57.81ft),  Average Daily Traffic: 24,180 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,070 (year 2037),  Design Load: HS 20,  Features Intersected: COLGATE CREEK,  Facility Carried by Structure: BROENING HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.526,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 21.4m (70.2ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.62m (57.81ft),  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: March 2021,  Underwater Inspection Date: March 2018,  Bridge Improvement Cost: $197,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $241,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200000BC420501,  Location: EASTERN AV UNDR JANNEY ST (Lat: 39.287381,  Lng: -76.560411),  Route carried "on" structure: City street ,  Year Built: 1930,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 36,467 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 45,395 (year 2041),  Design Load: H 20,  Features Intersected: EASTERN AVENUE,  Facility Carried by Structure: JANNEY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.926,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 5.2m (17.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 88.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.1 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: 2.47m (8.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $26,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 200000BC420801,  Location: 0.2 MI N OF MONUMENT ST (Lat: 39.301892,  Lng: -76.572728),  Route carried "on" structure: City street 438,  Year Built: 1931,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 14.63m (48.00ft),  Average Daily Traffic: 16,970 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 21,100 (year 2036),  Design Load: HS 20,  Features Intersected: AMTRAK RAILROAD,  Facility Carried by Structure: EDISON HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.565,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 9,  Length of Maximum Span: 32.9m (107.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 14.63m (48.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $94,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $103,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 200000BC420901,  Location: LOMBARD ST OV NS RR (Lat: 39.291550,  Lng: -76.561872),  Route carried "on" structure: City street 150,  Year Built: 1900,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 8,900 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,100 (year 2027),  Design Load: H 20,  Features Intersected: NORFOLK SOUTHERN RAILROA,  Facility Carried by Structure: LOMBARD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.565,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 70.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.29m (7.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $22,000,  Total Project Cost: $37,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 200000BC421101,  Location: 0.6 MI W OF IS 95 (Lat: 39.305169,  Lng: -76.537689),  Route carried "on" structure: US 40,  Year Built: 1921,  Year Reconstructed: 1933,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 58,858 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 69,626 (year 2040),  Design Load: HS 20,  Features Intersected: HERRING RUN,  Facility Carried by Structure: PULASKI HIGHWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.565,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 28.2m (92.5ft),  Out-to-Out Width: 32.0m (105.0ft)

Condition: Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.69m (15.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $135,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $146,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200000BC421201,  Location: 1 MI E ERDMAN AVE (Lat: 39.318097,  Lng: -76.554914),  Route carried "on" structure: City street 1070,  Year Built: 1958,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 37,800 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 47,100 (year 2027),  Design Load: HS 20,  Features Intersected: HERRING RUN,  Facility Carried by Structure: SINCLAIR LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.363,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Inventory Rating: 64.4 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 desirable criteria,  Length Of Structure Improvement: 4.15m (13.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $161,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $184,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 200000BC421301,  Location: 0.7 MI S RADECKE AVE (Lat: 39.327622,  Lng: -76.533797),  Route carried "on" structure: City street 1070,  Year Built: 1962,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 18,265 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,286 (year 2036),  Design Load: HS 20,  Features Intersected: MOORE'S RUN,  Facility Carried by Structure: SINCLAIR LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.567,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 89.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 2.62m (8.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $131,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $151,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete