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


  • National Bridge Inventory (NBI) Statistics
  • 485Number of bridges
  • 18,829ft / 5,739mTotal length
  • $782,232,000Total costs
  • 14,381,901Total average daily traffic
  • 878,726Total average daily truck traffic
  • 12,251,935Total future (year 2035) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Baltimore
  • No street view available for this location

New bridges in Baltimore, MD - historical statistics
  • New bridges - historical statistics
  • 2Before 1900
  • 141900-1909
  • 111910-1919
  • 231920-1929
  • 361930-1939
  • 11940-1949
  • 911950-1959
  • 541960-1969
  • 1521970-1979
  • 651980-1989
  • 151990-1999
  • 162000-2009
  • 52010-2018
Reconstructed bridges in Baltimore, MD - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 21900-1909
  • 11910-1919
  • 21920-1929
  • 11930-1939
  • 31940-1949
  • 41950-1959
  • 41960-1969
  • 151970-1979
  • 651980-1989
  • 221990-1999
  • 102000-2009
  • 22010-2018
Average Bridge Daily Traffic in Baltimore, MD
Average Bridge Truck Traffic in Baltimore, MD
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 0.3%Excellent
  • 2.4%Very good
  • 51.2%Good
  • 32.7%Satisfactory
  • 11.2%Fair
  • 2.1%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 3.4%Excellent
  • 27.3%Very good
  • 43.8%Good
  • 19.3%Satisfactory
  • 5.1%Fair
  • 1.1%Poor
  • 0.9%Serious
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 1.4%Excellent
  • 25.9%Very good
  • 45.9%Good
  • 21.9%Satisfactory
  • 3.4%Fair
  • 1.4%Poor
  • 0.9%Serious
  • 0.3%Critical
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 7.3%Excellent
  • 35.8%Very good
  • 37.1%Good
  • 13.9%Satisfactory
  • 4.6%Fair
  • 1.3%Poor
  • 0.7%Serious
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 12.0%Good
  • 52.0%Satisfactory
  • 32.0%Fair
  • 4.0%Poor
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Structure Number: 200000BC110101,  Location: AT CHARLES ST. OVER I-83 (Lat: 39.307531,  Lng: -76.616817),  Route carried "on" structure: Ramp Interstate 83,  Year Built: 2003,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 10,236 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,123 (year 2033),  Design Load: HS 25 or greater,  Features Intersected: AMTRAK PROPERTY,  Facility Carried by Structure: CHARLES STREET ON-
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.222,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 171.0m (561.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 1.8m (5.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 62.1 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 56.10m (184.06ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Roadway Improvement Cost: $1,000,  Total Project Cost: $1,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 200000BC110301,  Location: 0.03 MI W OF NORTH AVE (Lat: 39.311353,  Lng: -76.624233),  Route carried "on" structure: Interstate 83,  Year Built: 1959,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 36.06m (118.31ft),  Average Daily Traffic: 127,291 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 155,319 (year 2035),  Design Load: HS 20,  Features Intersected: CSX, MTA, AMTRAK AND NOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.222,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 347.0m (1,138.5ft),  Skew: 39 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 11,  Length of Maximum Span: 58.2m (190.9ft),  Curb-To-Curb Width: 34.7m (113.8ft),  Out-to-Out Width: 35.7m (117.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 360.60m (1183.07ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 72 months,  Inspection Date: August 2016,  Other Special Inspection Date: December 2014,  Bridge Improvement Cost: $272,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $299,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 200000BC110401,  Location: ON RAMP TO SB I-83 (Lat: 39.310258,  Lng: -76.622503),  Route carried "on" structure: Ramp Interstate 83,  Year Built: 1959,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 5,581 (year 2011),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,610 (year 2028),  Design Load: HS 20,  Features Intersected: I-83 SB,  Facility Carried by Structure: NORTH AVE. ON-RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.222,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Inventory Rating: 68.5 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 54.60m (179.13ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: December 2017,  Bridge Improvement Cost: $18,000,  Total Project Cost: $18,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 200000BC110501,  Location: I-83 OVER RAMP FROM N AVE (Lat: 39.312650,  Lng: -76.625497),  Route carried "on" structure: Interstate 83,  Year Built: 1959,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 4,726 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,597 (year 2033),  Design Load: HS 20,  Features Intersected: ON-RAMP TO NB I-83 FROM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.222,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 311.0m (1,020.3ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 32.1m (105.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Inventory Rating: 62.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 20.10m (65.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Bridge Improvement Cost: $44,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $57,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 200000BC110501,  Location: NORTH AVE RMP TO NB I-83 (Lat: 39.312444,  Lng: -76.625542),  Route carried "under" structure: Ramp US 1,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 27,082 (year 2012),  Features Intersected: ON RAMP TO NB I-83,  Facility Carried by Structure: I-83
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 2.222,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 200000BC110601,  Location: I-170 WB RAMP OVER ACCESS (Lat: 39.294436,  Lng: -76.627061),  Route carried "on" structure: Ramp Interstate 170,  Year Built: 1979,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 20,110 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 24,550 (year 2027),  Design Load: HS 20,  Features Intersected: ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.80m (32.15ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2017,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $11,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 200000BC1106014,  Location: 0.7 MI. N. OF FAYETTE ST. (Lat: 39.294428,  Lng: -76.627242),  Route carried "on" structure: Ramp Interstate 170,  Year Built: 1979,  Status: Open,  Structure Length: 11.13m (36.52ft),  Average Daily Traffic: 19,900 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 24,800 (year 2033),  Design Load: HS 20,  Features Intersected: M.L.K. BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.896,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 60.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 111.30m (365.16ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $18,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $26,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 200000BC1106014,  Location: 0.7 MI. N. OF FAYETTE ST. (Lat: 39.294333,  Lng: -76.627867),  Route carried "under" structure: City street 7000,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 2012),  Features Intersected: M.L.K. BLVD,  Facility Carried by Structure: I-170 WB RAMP
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 160.884,  Lanes on structure: 2,  Lanes under structure: 7,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 200000BC110701,  Location: I-170 EB RAMP OVER ACCESS (Lat: 39.293797,  Lng: -76.627144),  Route carried "on" structure: Ramp Interstate 170,  Year Built: 1979,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 1,110 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,355 (year 2027),  Design Load: HS 20,  Features Intersected: ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.40m (30.84ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 2017,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $20,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 200000BC1107013,  Location: 0.7 MI. N. OF FAYETTE ST. (Lat: 39.293756,  Lng: -76.628497),  Route carried "on" structure: Ramp Interstate 170,  Year Built: 1979,  Status: Open,  Structure Length: 11.13m (36.52ft),  Average Daily Traffic: 19,900 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 24,800 (year 2027),  Design Load: HS 20,  Features Intersected: M.L.K. BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.896,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 60.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 111.30m (365.16ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Bridge Improvement Cost: $25,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $27,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 200000BC1107013,  Location: 0.7 MI. N. OF FAYETTE ST. (Lat: 39.293861,  Lng: -76.626742),  Route carried "under" structure: City street 7001,  Year Built: 1979,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 2012),  Features Intersected: M.L.K. BLVD,  Facility Carried by Structure: I-170 EB
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 160.884,  Lanes on structure: 2,  Lanes under structure: 7,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 200000BC1110011,  Location: 0.1 MI N OF ORLEANS ST (Lat: 39.295597,  Lng: -76.610681),  Route carried "on" structure: Interstate 83,  Year Built: 1976,  Status: Open,  Structure Length: 62.27m (204.30ft),  Average Daily Traffic: 71,820 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 87,620 (year 2027),  Design Load: HS 20,  Features Intersected: CENTRE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.114,  Lanes on structure: 3,  Lanes under structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 174.0m (570.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 23,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 622.70m (2042.98ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Critical Feature Inspection Date: March 2016,  Bridge Improvement Cost: $127,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $129,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 200000BC1110011,  Location: 0.1 MI N OF ORLEANS ST (Lat: 39.296597,  Lng: -76.610900),  Route carried "under" structure: City street 1790,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 3,940 (year 2003),  Truck Traffic: 5%,  Features Intersected: CENTRE STREET,  Facility Carried by Structure: I-83 NB
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 6.114,  Lanes on structure: 3,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 200000BC1111012,  Location: 0.1 MI N OF ORLEANS ST (Lat: 39.295569,  Lng: -76.611047),  Route carried "on" structure: Interstate 83,  Year Built: 1976,  Status: Open,  Structure Length: 62.42m (204.79ft),  Average Daily Traffic: 72,540 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 88,500 (year 2036),  Design Load: HS 20,  Features Intersected: CENTRE STREET & MADISON
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.114,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 174.0m (570.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 23,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 624.20m (2047.90ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Critical Feature Inspection Date: December 2016,  Bridge Improvement Cost: $300,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $310,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 200000BC111201,  Location: 0.2 MI N OF MADISON ST (Lat: 39.299828,  Lng: -76.610981),  Route carried "on" structure: Ramp Interstate 83,  Year Built: 1976,  Status: Open,  Structure Length: 15.09m (49.51ft),  Average Daily Traffic: 7,575 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,240 (year 2027),  Design Load: HS 20,  Features Intersected: PARKING LOTS
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 6.275,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 150.90m (495.08ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Critical Feature Inspection Date: March 2016,  Bridge Improvement Cost: $29,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $39,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 200000BC111301,  Location: 0.4 MI N OF MADISON ST (Lat: 39.301014,  Lng: -8.067883),  Route carried "on" structure: Ramp Interstate 83,  Year Built: 1976,  Status: Open,  Structure Length: 12.98m (42.59ft),  Average Daily Traffic: 6,714 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,192 (year 2036),  Design Load: HS 20,  Features Intersected: GUILFORD AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.597,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Operating Rating: 68.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 130.50m (428.15ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: December 2016,  Critical Feature Inspection Date: December 2016,  Bridge Improvement Cost: $46,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $49,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 200000BC111401,  Location: 0.3 MI. E OF CALVERT ST (Lat: 39.301078,  Lng: -76.611003),  Route carried "on" structure: Ramp Interstate 83,  Year Built: 1976,  Status: Open,  Structure Length: 22.26m (73.03ft),  Average Daily Traffic: 6,081 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,415 (year 2036),  Design Load: HS 20,  Features Intersected: RAMP B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.436,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 31.7m (104.0ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 71.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to 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: 223.40m (732.94ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Critical Feature Inspection Date: March 2016,  Bridge Improvement Cost: $26,000,  Total Project Cost: $26,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 200000BC111501,  Location: SB JFX OFF-RAMP OV CENTRE (Lat: 39.296667,  Lng: -76.611139),  Route carried "on" structure: Ramp Interstate 83,  Year Built: 1976,  Status: Open,  Structure Length: 9.42m (30.91ft),  Average Daily Traffic: 3,699 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,380 (year 2033),  Design Load: H 20,  Features Intersected: CENTRE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 160.884,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.3m (24.0ft)

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: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 94.20m (309.06ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Critical Feature Inspection Date: March 2016,  Bridge Improvement Cost: $49,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $55,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 200000BC1116011,  Location: 0.2 MI S OF ORLEANS ST (Lat: 39.294722,  Lng: -76.610719),  Route carried "on" structure: Interstate 83,  Year Built: 1975,  Status: Open,  Structure Length: 41.18m (135.10ft),  Average Daily Traffic: 79,335 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 96,791 (year 2036),  Design Load: HS 20,  Features Intersected: GAY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.632,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 152.0m (498.7ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 4.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 2.9 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: 411.80m (1351.05ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2016,  Critical Feature Inspection Date: March 2016,  Bridge Improvement Cost: $73,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $92,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 200000BC1117012,  Location: 0.2 MI S OF ORLEANS ST (Lat: 39.295547,  Lng: -76.611233),  Route carried "on" structure: Interstate 83,  Year Built: 1975,  Status: Open,  Structure Length: 44.33m (145.44ft),  Average Daily Traffic: 80,130 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 94,900 (year 2034),  Design Load: HS 20,  Features Intersected: GAY STREET
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 5.632,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 235.0m (771.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 43.1 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 desirable criteria,  Length Of Structure Improvement: 411.20m (1349.08ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Critical Feature Inspection Date: March 2016,  Bridge Improvement Cost: $106,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $110,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 200000BC111801,  Location: I-83 OVER HILLEN STREET (Lat: 39.293328,  Lng: -76.609706),  Route carried "on" structure: Ramp Interstate 83,  Year Built: 1975,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 10,394 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,683 (year 2035),  Design Load: HS 20,  Features Intersected: HILLEN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.792,  Lanes on structure: 1,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 55.0m (180.4ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  Curb-To-Curb Width: 5.7m (18.7ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 69.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 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: 64.60m (211.94ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2016,  Critical Feature Inspection Date: April 2016,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $17,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 200000BC120101,  Location: 0.5 MI S OF NORTH AVE (Lat: 39.302544,  Lng: -76.647733),  Route carried "on" structure: US 1,  Year Built: 1900,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 5.97m (19.59ft),  Average Daily Traffic: 9,900 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,300 (year 2027),  Design Load: HS 20,  Features Intersected: AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Good,  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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 59.70m (195.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $3,000,  Total Project Cost: $11,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 200000BC120201,  Location: 0.2 MI W OF IS 83 (Lat: 39.294550,  Lng: -76.612297),  Route carried "on" structure: US 40,  Year Built: 1936,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 52.67m (172.80ft),  Average Daily Traffic: 9,900 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,080 (year 2027),  Design Load: H 20,  Features Intersected: I-83 AND CITY STREETS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 6,  Lanes under structure: 11,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 165.0m (541.3ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 15,  Number Of Approach Spans: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 474.90m (1558.07ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: December 2017,  Critical Feature Inspection Date: December 2017,  Bridge Improvement Cost: $972,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $997,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 200000BC120201,  Location: .02 MI W OF I-83 (Lat: 0.654822,  Lng: -1.277533),  Route carried "under" structure: Interstate 83,  Year Built: 1936,  Structure Length: 0. m,  Average Daily Traffic: 72,540 (year 2007),  Truck Traffic: 8%,  Features Intersected: I-83 AND CITY STREETS,  Facility Carried by Structure: US 40, ORLEANS STR
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.002,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 200000BC120201,  Location: 0.2 MI W OF I-83 (Lat: 39.294550,  Lng: -76.612297),  Route carried "under" structure: State highway 2,  Year Built: 1936,  Structure Length: 0. m,  Average Daily Traffic: 10,000 (year 2008),  Truck Traffic: 8%,  Features Intersected: I-83 AND CITY STREETS,  Facility Carried by Structure: US 40, ORLEANS STR
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 200000BC120301,  Location: 0.2 MI N MD STATE PEN (Lat: 39.303622,  Lng: -76.611433),  Route carried "on" structure: City street 4020,  Year Built: 1930,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 18,180 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,180 (year 2027),  Design Load: HS 20,  Features Intersected: I-83, ABANDONED RR,  Facility Carried by Structure: BIDDLE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.025,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Good,  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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 63.40m (208.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $12,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 200000BC120301,  Location: 0.2 MI N MD STATE PEN (Lat: 39.303622,  Lng: -76.611433),  Route carried "under" structure: Interstate 83,  Year Built: 1930,  Structure Length: 0. m,  Average Daily Traffic: 52,800 (year 2012),  Features Intersected: I-83, ABANDONED RR,  Facility Carried by Structure: BIDDLE STREET
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 3.025,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 200000BC120401,  Location: 0.3 MI N MD STATE PEN (Lat: 39.304694,  Lng: -76.611333),  Route carried "on" structure: City street 955,  Year Built: 1959,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 18,200 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,700 (year 2027),  Design Load: HS 20,  Features Intersected: I-83 AND ABANDONED RAILR,  Facility Carried by Structure: PRESTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.315,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.8m (101.0ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 8.8 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 replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 44.20m (145.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $12,000,  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: 200000BC120501,  Location: 0.2 MI S OF NORTH AVE (Lat: 39.306006,  Lng: -76.614603),  Route carried "on" structure: City street 1510,  Year Built: 1960,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 21.64m (71.00ft),  Average Daily Traffic: 24,200 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 29,040 (year 2027),  Design Load: HS 20,  Features Intersected: I-83 AND AMTRAK,  Facility Carried by Structure: ST. PAUL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.315,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 152.0m (498.7ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 43.6m (143.0ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 69.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 216.40m (709.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $4,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 200000BC120501,  Location: 0.2 MI S OF NORTH AVE (Lat: 39.311111,  Lng: -76.625000),  Route carried "under" structure: Interstate 83,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 52,800 (year 2012),  Features Intersected: I-83 AND AMTRAK,  Facility Carried by Structure: ST PAUL STREET
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 3.315,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 200000BC120601,  Location: 0.3 MI S OF NORTH AVE (Lat: 39.306956,  Lng: -76.616314),  Route carried "on" structure: City street 1125,  Year Built: 2003,  Status: Open,  Structure Length: 13.08m (42.91ft),  Average Daily Traffic: 18,800 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,000 (year 2027),  Design Load: HS 25 or greater,  Features Intersected: I-83,  Facility Carried by Structure: CHARLES STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.315,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 74.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: 130.80m (429.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Bridge Improvement Cost: $22,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $28,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 200000BC120601,  Location: 0.3 MI S OF NORTH AVE (Lat: 39.311111,  Lng: -76.616667),  Route carried "under" structure: Interstate 83,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 52,800 (year 2012),  Features Intersected: I-83 AND AMTRAK,  Facility Carried by Structure: CHARLES STREET
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 3.315,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 200000BC120702,  Location: 0.1 MI N OF PRATT ST (Lat: 39.288083,  Lng: -76.605086),  Route carried "on" structure: City street 150,  Year Built: 1974,  Status: Open,  Structure Length: 0.28m (0.92ft),  Average Daily Traffic: 19,240 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,705 (year 2027),  Design Load: HS 20,  Features Intersected: JONES FALLS STREAM,  Facility Carried by Structure: LOMBARD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.818,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 171.0m (561.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 29.8m (97.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 25.90m (84.97ft),  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2017,  Underwater Inspection Date: December 2017,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $14,000,  Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 200000BC120801,  Location: NORTH AVE OVER CSX (Lat: 39.310822,  Lng: -76.622211),  Route carried "on" structure: US 1,  Year Built: 1895,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 27.07m (88.81ft),  Average Daily Traffic: 18,442 (year 2015),  Truck Traffic: 15%,  Average Future Daily Traffic: 22,503 (year 2035),  Design Load: H 20,  Features Intersected: JONES FALLS, FALLS RD,RR,  Facility Carried by Structure: NORTH AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.818,  Lanes on structure: 6,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 226.0m (741.5ft),  Skew: 29 degrees,  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 4.1m (13.5ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 31.5m (103.3ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 270.70m (888.12ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 72 months,  Inspection Date: August 2016,  Other Special Inspection Date: August 2014,  Bridge Improvement Cost: $184,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $192,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200000BC120901,  Location: 0.3 MI E GAY ST (Lat: 39.286722,  Lng: -76.604944),  Route carried "on" structure: State highway 144,  Year Built: 1988,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 37,956 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 44,951 (year 2033),  Design Load: HS 20,  Features Intersected: JONES FALLS,  Facility Carried by Structure: PRATT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.496,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 201.0m (659.4ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 6.1m (20.0ft),  Right: 6.1m (20.0ft),  Curb-To-Curb Width: 20.1m (65.9ft),  Out-to-Out Width: 32.9m (107.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 79.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 32.90m (107.94ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2016,  Underwater Inspection Date: November 2017,  Bridge Improvement Cost: $66,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $68,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 200000BC121001,  Location: 0.2 MI N OF MT ROYAL AVE (Lat: 39.307750,  Lng: -76.616222),  Route carried "on" structure: City street 1125,  Year Built: 2003,  Status: Open,  Structure Length: 7.19m (23.59ft),  Average Daily Traffic: 18,800 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,000 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: AMTRAK,  Facility Carried by Structure: CHARLES STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.446,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 20.1m (65.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: 71.90m (235.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Roadway Improvement Cost: $1,000,  Total Project Cost: $1,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 200000BC121101,  Location: 0.1 MI S OF FRANKLIN ST (Lat: 39.293125,  Lng: -76.645269),  Route carried "on" structure: US 1,  Year Built: 1975,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 5,600 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,720 (year 2036),  Design Load: HS 20,  Features Intersected: I-170,  Facility Carried by Structure: FULTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.446,  Lanes on structure: 5,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 195.0m (639.8ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 78.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 67.70m (222.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $367,000,  Roadway Improvement Cost: $67,000,  Total Project Cost: $434,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200000BC121101,  Location: 0.1 MI S OF FRANKLIN ST (Lat: 39.300000,  Lng: -76.652778),  Route carried "under" structure: Interstate 170,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 36,200 (year 2012),  Features Intersected: I-170,  Facility Carried by Structure: US 1, FULTON AVE
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 0.185,  Lanes on structure: 5,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 200000BC121201,  Location: 0.1 MI S OF FRANKLIN ST (Lat: 39.300000,  Lng: -76.655556),  Route carried "under" structure: Interstate 170,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 36,200 (year 2012),  Features Intersected: I-170,  Facility Carried by Structure: US 1, MONROE ST
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 1.738,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 200000BC121301,  Location: 0.1 MI W OF PACA ST (Lat: 39.293603,  Lng: -76.624853),  Route carried "on" structure: City street 6168,  Year Built: 1975,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 22,594 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 27,836 (year 2037),  Design Load: HS 20,  Features Intersected: PEARL STREET,  Facility Carried by Structure: MULBERRY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.685,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 134.0m (439.6ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 64.9 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 263.30m (863.85ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $2,000,  Total Project Cost: $14,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200000BC121401,  Location: WEST OF PRESIDENT STR. (Lat: 39.285028,  Lng: -76.604361),  Route carried "on" structure: City street 1340,  Year Built: 1991,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 1,058 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,253 (year 2031),  Design Load: HS 20,  Features Intersected: JONES FALLS,  Facility Carried by Structure: EASTERN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 73.0m (239.5ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 3.8m (12.5ft),  Right: 3.8m (12.5ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Inventory Rating: 90.2 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: 33.50m (109.91ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2016,  Underwater Inspection Date: August 2016,  Bridge Improvement Cost: $46,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $52,000 ( Estimate for 2016),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 200000BC125502,  Location: BETWEEN ALICEANNA & FLEET (Lat: 39.283386,  Lng: -76.598992),  Route carried "on" structure: City street 1425,  Year Built: 1960,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 3,900 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,800 (year 2036),  Features Intersected: HARFORD RUN,  Facility Carried by Structure: CENTRAL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 128.0m (419.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 82.30m (270.01ft),  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 2017,  Underwater Inspection Date: December 2017,  Bridge Improvement Cost: $8,000,  Total Project Cost: $8,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200000BC130101,  Location: 0.2 MI N MADISON ST (Lat: 39.301119,  Lng: -76.610903),  Route carried "on" structure: City street 1382,  Year Built: 1930,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 10.22m (33.53ft),  Average Daily Traffic: 4,050 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,950 (year 2027),  Design Load: HS 20,  Features Intersected: UNDERGROUND CONDUIT,  Facility Carried by Structure: FALLSWAY VIADUCT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.207,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 82.0m (269.0ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  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: 8.2m (26.9ft),  Out-to-Out Width: 1.3m (4.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Inventory Rating: 56.2 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 102.10m (334.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Bridge Improvement Cost: $5,000,  Total Project Cost: $5,000,  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: 200000BC140101,  Location: 0.03 MI S OF FALLSWAY (Lat: 39.302472,  Lng: -76.611708),  Route carried "on" structure: City street 1351,  Year Built: 1968,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 8.66m (28.41ft),  Average Daily Traffic: 12,750 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 15,555 (year 2027),  Design Load: HS 20,  Features Intersected: I-83, ABANDONED RR,  Facility Carried by Structure: CHASE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.981,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 152.0m (498.7ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 2.0m (6.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 86.60m (284.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Bridge Improvement Cost: $29,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $30,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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