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


  • National Bridge Inventory (NBI) Statistics
  • 127Number of bridges
  • 1,198ft / 365mTotal length
  • $5,968,000Total costs
  • 2,906,215Total average daily traffic
  • 169,478Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Frederick
  • No street view available for this location

New bridges in Frederick, MD - historical statistics
  • New bridges - historical statistics
  • 11910-1919
  • 31920-1929
  • 61930-1939
  • 11940-1949
  • 161950-1959
  • 281960-1969
  • 101970-1979
  • 131980-1989
  • 241990-1999
  • 132000-2009
  • 102010-2019
  • 22020-2022
Reconstructed bridges in Frederick, MD - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 21960-1969
  • 21970-1979
  • 101980-1989
  • 51990-1999
  • 32000-2009
  • 32010-2019
Average Bridge Daily Traffic in Frederick, MD
Average Bridge Truck Traffic in Frederick, MD
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 14.1%Very good
  • 43.8%Good
  • 29.7%Satisfactory
  • 10.9%Fair
  • 1.6%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 17.4%Very good
  • 37.7%Good
  • 34.8%Satisfactory
  • 5.8%Fair
  • 4.3%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 13.0%Very good
  • 42.0%Good
  • 36.2%Satisfactory
  • 7.2%Fair
  • 1.4%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 19.4%Very good
  • 30.6%Good
  • 37.5%Satisfactory
  • 9.7%Fair
  • 2.8%Poor
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 15.2%Very good
  • 30.3%Good
  • 45.5%Satisfactory
  • 9.1%Fair
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Structure Number: 200000F-F-3103,  Location: 300 FEET EAST OF MD 355 (Lat: 39.438378,  Lng: -77.398947),  Route carried "on" structure: City street 1329,  Year Built: 1990,  Status: Open,  Structure Length: 1.02m (3.35ft),  Average Daily Traffic: 4,172 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,200 (year 2040),  Design Load: H 20,  Features Intersected: DETRICK BRANCH,  Facility Carried by Structure: SCHIFFERSTADT BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020
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Structure Number: 200000F-F-3201,  Location: 700 FEET NW OF MD 355 (Lat: 39.442500,  Lng: -77.399044),  Route carried "on" structure: City street 1597,  Year Built: 1986,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 1,553 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,310 (year 2040),  Design Load: H 20,  Features Intersected: TRIBUTARY NO. 10,  Facility Carried by Structure: WORMAN'S MILL COUR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Fair,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020
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Structure Number: 200000F-F-3303,  Location: 2000 FT NE OF OPOSSUMTOWN (Lat: 39.444344,  Lng: -77.407489),  Route carried "on" structure: City street 1456,  Year Built: 1981,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 9,105 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 13,530 (year 2038),  Features Intersected: TWO MILE RUN,  Facility Carried by Structure: THOMAS JOHNSON DRI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Length of Maximum Span: 2.7m (8.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020
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Structure Number: 200000F-F-3401,  Location: 0.9 MI. NORTH OF MD 26 (Lat: 39.458125,  Lng: -77.387933),  Route carried "on" structure: City street 19,  Year Built: 1996,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 4,108 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,105 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TUSCARORA CREEK,  Facility Carried by Structure: MILL ISLAND PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.0m,  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 74.4 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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  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: 200000F-F-3502,  Location: 0.7 MI. WEST OF US 15 (Lat: 39.456833,  Lng: -77.410925),  Route carried "on" structure: City street 714,  Year Built: 1990,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 7,808 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,600 (year 2040),  Features Intersected: OPOSSUM BRANCH,  Facility Carried by Structure: HAYWARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 22.6m (74.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020
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Structure Number: 200000F-F-3803,  Location: 2.0 MI EAST OF MD 355 (Lat: 39.430369,  Lng: -77.380158),  Route carried "on" structure: City street 676,  Year Built: 1968,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 1.94m (6.36ft),  Average Daily Traffic: 12,302 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,285 (year 2040),  Features Intersected: PARK BRANCH,  Facility Carried by Structure: MONOCACY BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 3.1m (10.2ft)

Condition: Channel: Good,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020
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Structure Number: 200000F-F-4003,  Location: 1.3 MI WEST OF US 15 (Lat: 39.440919,  Lng: -77.439122),  Route carried "on" structure: City street 16,  Year Built: 1998,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 4,108 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,103 (year 2040),  Features Intersected: EDISON BRANCH,  Facility Carried by Structure: TUSCANNEY DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020
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Structure Number: 200000F-F-4101,  Location: 0.4 MILES S OF MD 26 (Lat: 39.442756,  Lng: -77.382058),  Route carried "on" structure: City street 996,  Year Built: 2000,  Status: Open,  Structure Length: 20.74m (68.04ft),  Average Daily Traffic: 12,785 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,000 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: MONOCACY RIVER,  Facility Carried by Structure: MONOCACY BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  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: 200000F-F-4201,  Location: JUST S. OF SOUTH STREET (Lat: 39.412778,  Lng: -77.405556),  Route carried "on" structure: State highway 475,  Year Built: 1999,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 14,234 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 17,189 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: CARROLL CREEK,  Facility Carried by Structure: EAST STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 22 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 69.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200000F-F-4301,  Location: 200' W OF MOUNTAINDALE RD (Lat: 39.521164,  Lng: -77.456119),  Route carried "on" structure: ServiceCity street 366,  Year Built: 2007,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 50 (year 2020),  Average Future Daily Traffic: 50 (year 2040),  Features Intersected: FISHING CREEK,  Facility Carried by Structure: PRIVATE LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 3.6m (11.8ft),  Out-to-Out Width: 3.8m (12.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 25.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 200000F-F-4401,  Location: 0.1 MI S. OF CHURCH ST (Lat: 39.424597,  Lng: -77.384106),  Route carried "on" structure: County highway ,  Year Built: 2012,  Status: Open,  Structure Length: 8.05m (26.41ft),  Average Daily Traffic: 563 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 840 (year 2040),  Features Intersected: CARROLL CREEK,  Facility Carried by Structure: MONOCACY BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 21.7m (71.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 57.1 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020
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Structure Number: 200000F-F-45011,  Location: 0.1 MI SOUTH OF GAS HOUSE (Lat: 39.432261,  Lng: -77.579958),  Route carried "on" structure: City street 676,  Year Built: 2019,  Status: Open,  Structure Length: 16.19m (53.12ft),  Average Daily Traffic: 5,912 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,785 (year 2038),  Features Intersected: MONOCACY RIVER,  Facility Carried by Structure: MONOCACY BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 53.3m (174.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.2m (10.5ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 70.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  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: 16.22m (53.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 200000F-F-4701,  Location: WEST OF THOMAS JOHNSON DR (Lat: 39.460956,  Lng: -77.406544),  Route carried "on" structure: City street 484,  Year Built: 2004,  Status: Open,  Structure Length: 2.45m (8.04ft),  Average Daily Traffic: 4,614 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,860 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: TRIBUTARY OF TUSCARORA C,  Facility Carried by Structure: CHRISTOPHERS CROSS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.6 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.47m (8.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020
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Structure Number: 200000F-F-4901,  Location: 0.2 MI EAST OF WATER MART (Lat: 39.464919,  Lng: -77.426525),  Route carried "on" structure: City street ,  Year Built: 2019,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 7,000 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,600 (year 2039),  Features Intersected: TRIBUTARY 89,  Facility Carried by Structure: CHRISTOPHERS CROSS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Maintenance Responsibility: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 51.8m (169.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 96.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 96.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020
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Structure Number: 200000F-PK0101,  Location: WEST OF OLD FREDERICK RD (Lat: 39.517169,  Lng: -77.402469),  Route carried "on" structure: Other road ,  Year Built: 2020,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 200 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 300 (year 2040),  Features Intersected: TRIBUTARY OF FISHING CRE,  Facility Carried by Structure: UTICA DISTRICT PAR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 38.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  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: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020
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Structure Number: 300000F-MT0101,  Location: 0.1MI NW OF 1728 N MARKET (Lat: 39.440797,  Lng: -77.402147),  Route carried "on" structure: Other road ,  Year Built: 1920,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 5 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 6 (year 2034),  Features Intersected: ABANDONED RR,  Facility Carried by Structure: NORMAN BALM ENTRAN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 107.787,  Lanes on structure: 1,  Owner: State Agenciy,  Approaching Roadway Width: 3.4m (11.2ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 3.3m (10.8ft),  Out-to-Out Width: 3.9m (12.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Bridge Improvement Cost: $150,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $200,000,  Deck Structure Type: Open Grating
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Structure Number: 100000100097011,  Location: 0.43 MILE WEST OF MD 355 (Lat: 39.443456,  Lng: -77.403233),  Route carried "under" structure: State highway 26,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 30,292 (year 2009),  Features Intersected: MD 26,  Facility Carried by Structure: US 15 NBR
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 100000100097012,  Location: 0.43 MILE WEST OF MD 355 (Lat: 39.443758,  Lng: -77.403400),  Route carried "under" structure: State highway 26,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 30,292 (year 2009),  Features Intersected: MD 26,  Facility Carried by Structure: US 15 SBR
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 10000010009801,  Location: 0.53 MI S OF MD 26 (Lat: 39.435353,  Lng: -77.410289),  Route carried "under" structure: US 15,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 76,550 (year 2009),  Features Intersected: US 15,  Facility Carried by Structure: MOTTER AVE
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 23.491,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 100000100099011,  Location: 1.27 MILES N OF US 40 (Lat: 39.428597,  Lng: -77.419753),  Route carried "under" structure: City street 9071,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 14,161 (year 2009),  Features Intersected: WEST SEVENTH ST,  Facility Carried by Structure: US 15 NBR
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 1.641,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 100000100099012,  Location: 1.27 MILES N OF US 40 (Lat: 39.428939,  Lng: -77.419569),  Route carried "under" structure: City street 9071,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 14,161 (year 2009),  Features Intersected: WEST SEVENTH ST,  Facility Carried by Structure: US 15 SBR
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 1.673,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.2m (63.0ft)

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Structure Number: 100000100100011,  Location: 0.77 MI N OF US 40 (Lat: 39.424264,  Lng: -77.427347),  Route carried "under" structure: City street 1310,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 4,090 (year 2009),  Features Intersected: ROSEMONT AVE,  Facility Carried by Structure: US 15 NBR
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 1.030,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 100000100100012,  Location: 0.77 MI N OF US 40 (Lat: 39.424608,  Lng: -77.427150),  Route carried "under" structure: City street 1310,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 4,090 (year 2009),  Features Intersected: ROSEMONT AVE,  Facility Carried by Structure: US 15 SBR
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 1.030,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.0m (68.9ft)

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Structure Number: 100000100101011,  Location: AT US 15 (Lat: 39.415117,  Lng: -77.434906),  Route carried "under" structure: US 40,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 6,751 (year 2009),  Features Intersected: US 40/W. PATRICK STREET,  Facility Carried by Structure: US 15 NBR
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 21.191,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 100000100101012,  Location: AT US 15 (Lat: 39.415592,  Lng: -77.435019),  Route carried "under" structure: US 40,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 6,751 (year 2009),  Features Intersected: US 40/W. PATRICK STREET,  Facility Carried by Structure: US 15 SBR
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 21.191,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 10000010010201,  Location: AT US 15/US 340 (Lat: 39.405847,  Lng: -77.433222),  Route carried "under" structure: US 15,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 44,760 (year 2009),  Features Intersected: US 15/US 40
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 19.195,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.9m (75.1ft)

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Structure Number: 10000010010301,  Location: 1.35 MILES NORTH OF MD 85 (Lat: 39.397911,  Lng: -77.424694),  Route carried "under" structure: Interstate 270,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 109,670 (year 2009),  Features Intersected: IS 270,  Facility Carried by Structure: IS 70 EBR & RAMP L
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 16.090,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 100000100106013,  Location: 0.52 MI W OF MD 144FA (Lat: 39.403750,  Lng: -77.393914),  Route carried "under" structure: City street 1405,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 7,841 (year 2009),  Features Intersected: CSX TRANS & E SOUTH ST,  Facility Carried by Structure: IS 70 EBR
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.531,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 100000100106014,  Location: 0.52 MI W OF MD 144 FA (Lat: 39.404075,  Lng: -77.393483),  Route carried "under" structure: City street 1405,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 7,841 (year 2009),  Features Intersected: CSX TRANS & E SOUTH ST,  Facility Carried by Structure: IS 70 WBR
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.515,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 10000010012201,  Location: 0.09 MILE EAST OF IS 270 (Lat: 39.397731,  Lng: -77.422186),  Route carried "under" structure: Interstate 70,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 90,670 (year 2009),  Truck Traffic: 8%,  Features Intersected: IS 70 EBR
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 23.717,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 10000010012301,  Location: 0.32 M S OF BR NO 1013700 (Lat: 39.394792,  Lng: -77.419950),  Route carried "under" structure: County highway 324,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 15,170 (year 2009),  Features Intersected: NEW DESIGN ROAD,  Facility Carried by Structure: IS 270 RAMPS J & F
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 15.575,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.1m (115.2ft)

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Structure Number: 10000010012601,  Location: 0.89 MILE EAST OF US 40AL (Lat: 39.412622,  Lng: -77.473717),  Route carried "under" structure: Interstate 70,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 74,920 (year 2009),  Features Intersected: IS 70,  Facility Carried by Structure: MT PHILLIP ROAD
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 18.713,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.8m (101.0ft)

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Structure Number: 100000100128014,  Location: 0.27 MILE EAST OF US 15 (Lat: 39.398619,  Lng: -77.436944),  Route carried "under" structure: State highway 180,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 25,990 (year 2009),  Features Intersected: MD 180,  Facility Carried by Structure: IS 70 WBR
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 23.749,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 10000010013701,  Location: 0.09 M N OF BR NO 1010300 (Lat: 39.398933,  Lng: -77.424878),  Route carried "under" structure: Interstate 270,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 109,670 (year 2009),  Features Intersected: IS 270,  Facility Carried by Structure: IS 70 WBR
Minimum Vertical Clearance: 7.01m (23.00ft),  Kilometerpoint: 16.235,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 10000010013801,  Location: 0.5 MILE EAST OF MD 180 (Lat: 39.399100,  Lng: -77.426811),  Route carried "under" structure: Ramp US 40,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 18,542 (year 2006),  Features Intersected: US 40 EBR(RAMP 5),  Facility Carried by Structure: IS 70 WBR
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 23.266,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 10000010014001,  Location: 0.27 MILE EAST OF US 15 (Lat: 39.399069,  Lng: -77.437358),  Route carried "under" structure: State highway 180,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 25,990 (year 2009),  Features Intersected: MD 180,  Facility Carried by Structure: IS 70 RAMPS A & E
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 23.684,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 10000010014301,  Location: 0.09 MILE NORTH OF IS 70 (Lat: 39.400575,  Lng: -77.439939),  Route carried "under" structure: US 15,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 26,810 (year 2009),  Features Intersected: US 15/US 340,  Facility Carried by Structure: IS 70 RAMPS A & E
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 18.327,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 10000010014901,  Location: 0.48 MI E OF IS 70 (Lat: 39.401983,  Lng: -77.437844),  Route carried "under" structure: US 15,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 44,760 (year 2009),  Features Intersected: US 15,  Facility Carried by Structure: MD 180
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 18.568,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 10000010019001,  Location: 0.14 MILE WEST OF MD 351 (Lat: 39.397692,  Lng: -77.437589),  Route carried "under" structure: State highway 180,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 25,990 (year 2009),  Features Intersected: MD 180,  Facility Carried by Structure: IS 70 RAMP 'B'
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 23.829,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 10000010019301,  Location: 0.34 MILE EAST OF US 15 (Lat: 39.400642,  Lng: -77.427903),  Route carried "under" structure: Ramp US 40,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 18,542 (year 2006),  Truck Traffic: 8%,  Features Intersected: US 40 RAMP '5',  Facility Carried by Structure: IS 70 RAMP '7'
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 22.912,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)

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Structure Number: 10000010019501,  Location: AT IS 70 (Lat: 39.401175,  Lng: -77.403606),  Route carried "under" structure: Interstate 70,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 82,042 (year 2012),  Features Intersected: IS 70,  Facility Carried by Structure: MD 85
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 25.430,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 25.3m (83.0ft)

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