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

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Structure Number: 10000010002002,  Location: 0.64 MILE NORTH OF US 40 (Lat: 39.423267,  Lng: -77.429078),  Route carried "on" structure: US 15,  Year Built: 1958,  Status: Open,  Structure Length: 1.59m (5.22ft),  Average Daily Traffic: 95,190 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 132,830 (year 2029),  Design Load: HS 20,  Features Intersected: CARROLL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.351,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.0m (118.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 5.2m (17.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020

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Structure Number: 100000100025013,  Location: 0.2 MILE WEST OF MD 194 (Lat: 39.452269,  Lng: -77.370922),  Route carried "on" structure: State highway 26,  Year Built: 1997,  Status: Open,  Structure Length: 10.03m (32.91ft),  Average Daily Traffic: 16,275 (year 2018),  Truck Traffic: 10%,  Average Future Daily Traffic: 16,344 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: MONOCACY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.167,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 49.4m (162.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2021,  Other Special Inspection Date: November 2021,  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: 100000100025014,  Location: 0.2 MILE WEST OF MD 194 (Lat: 39.452836,  Lng: -77.370006),  Route carried "on" structure: State highway 26,  Year Built: 1932,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 9.85m (32.32ft),  Average Daily Traffic: 16,275 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 16,344 (year 2038),  Design Load: H 20,  Features Intersected: MONOCACY RIVER
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 3.167,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 71.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 9.85m (32.32ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Bridge Improvement Cost: $552,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $607,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10000010003401,  Location: 0.01 M E OF ROCK CREEK DR (Lat: 39.424808,  Lng: -77.471306),  Route carried "on" structure: US 40,  Year Built: 1936,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 20,782 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 26,142 (year 2029),  Features Intersected: ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.812,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Poor,  Operating Rating: 74.8 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: 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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10000010003502,  Location: .036 MILE EAST OF US 40AL (Lat: 39.419178,  Lng: -77.459819),  Route carried "on" structure: US 40,  Year Built: 1947,  Year Reconstructed: 1966,  Status: Open,  Structure Length: 1.32m (4.33ft),  Average Daily Traffic: 47,332 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 55,761 (year 2026),  Design Load: H 20,  Features Intersected: BRANCH OF ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.012,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.2m (122.0ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 48.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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 2021

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Structure Number: 10000010003601,  Location: 0.02 M E OF BENTZ ST (Lat: 39.414003,  Lng: -77.414622),  Route carried "on" structure: State highway 144FA,  Year Built: 1994,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 6,861 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,902 (year 2038),  Design Load: HS 20,  Features Intersected: CARROLL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.415,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Number Of Approach Spans: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 65.3 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: November 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: 10000010003701,  Location: 0.21 M E OF MARYLAND AVE (Lat: 39.413564,  Lng: -77.401119),  Route carried "on" structure: State highway 144FA,  Year Built: 1995,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 8,531 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,582 (year 2038),  Features Intersected: CARROLL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.208,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 3.4m (11.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Culverts: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: November 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: 100000100097011,  Location: 0.15 MILE NORTH OF MD 26 (Lat: 39.443456,  Lng: -77.403233),  Route carried "on" structure: US 15,  Year Built: 2018,  Status: Open,  Structure Length: 2.95m (9.68ft),  Average Daily Traffic: 42,640 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 61,480 (year 2029),  Design Load: HS 20,  Features Intersected: MD 26
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.581,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 18.5m (60.7ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 100000100097012,  Location: 0.15 MILE NORTH OF MD 26 (Lat: 39.443758,  Lng: -77.403400),  Route carried "on" structure: US 15,  Year Built: 1968,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 42,640 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 61,480 (year 2029),  Design Load: HS 20,  Features Intersected: MD 26
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.581,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 89.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10000010009801,  Location: 0.53 MI S OF MD 26 (Lat: 39.435353,  Lng: -77.410289),  Route carried "on" structure: City street 1020,  Year Built: 2014,  Status: Open,  Structure Length: 8.80m (28.87ft),  Average Daily Traffic: 6,041 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,100 (year 2030),  Design Load: HS 20,  Features Intersected: US 15,  Facility Carried by Structure: MOTTER AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.094,  Lanes on structure: 6,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 25.3m (83.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.2m (145.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 29.7m (97.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.80m (25.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $1,665,000,  Roadway Improvement Cost: $166,000,  Total Project Cost: $1,832,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 100000100099011,  Location: 1.28 MILES NORTH OF US 40 (Lat: 39.428597,  Lng: -77.419753),  Route carried "on" structure: US 15,  Year Built: 1958,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 83,230 (year 2009),  Truck Traffic: 11%,  Average Future Daily Traffic: 133,130 (year 2029),  Design Load: HS 20,  Features Intersected: WEST SEVENTH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.363,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.69m (12.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Bridge Improvement Cost: $345,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $380,000,  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: 100000100099012,  Location: 1.28 MILES NORTH OF US 40 (Lat: 39.428939,  Lng: -77.419569),  Route carried "on" structure: US 15,  Year Built: 1968,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 83,230 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 133,130 (year 2029),  Design Load: HS 20,  Features Intersected: WEST SEVENTH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.363,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 100000100100011,  Location: 0.77 MILE NORTH OF US 40 (Lat: 39.424264,  Lng: -77.427347),  Route carried "on" structure: US 15,  Year Built: 1958,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 93,930 (year 2009),  Truck Traffic: 11%,  Average Future Daily Traffic: 133,130 (year 2029),  Design Load: HS 20,  Features Intersected: ROSEMONT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.538,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 13.3m (43.6ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.21m (13.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $393,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $432,000,  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: 100000100100012,  Location: 0.77 MILE NORTH OF US 40 (Lat: 39.424608,  Lng: -77.427150),  Route carried "on" structure: US 15,  Year Built: 1968,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 93,930 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 133,130 (year 2029),  Design Load: HS 20,  Features Intersected: ROSEMONT AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.538,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.0 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 100000100101011,  Location: 1.09 MILES N OF MD 180 (Lat: 39.415117,  Lng: -77.434906),  Route carried "on" structure: US 15,  Year Built: 1958,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 95,190 (year 2009),  Truck Traffic: 11%,  Average Future Daily Traffic: 132,830 (year 2029),  Design Load: HS 20,  Features Intersected: US 40/W. PATRICK STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.325,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  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: 100000100101012,  Location: 1.09 MILES N OF MD 180 (Lat: 39.415592,  Lng: -77.435019),  Route carried "on" structure: US 15,  Year Built: 1958,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 95,190 (year 2009),  Truck Traffic: 11%,  Average Future Daily Traffic: 132,830 (year 2029),  Design Load: HS 20,  Features Intersected: US 40/W. PATRICK STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.325,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 14.3m (46.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  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: 10000010010201,  Location: 0.39 MILE NORTH OF MD 180 (Lat: 39.405847,  Lng: -77.433222),  Route carried "on" structure: US 15B,  Year Built: 1955,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 45,900 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 52,923 (year 2026),  Design Load: HS 20,  Features Intersected: US 15/US 40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 31.3m (102.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.86m (22.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,385,000,  Roadway Improvement Cost: $138,000,  Total Project Cost: $1,524,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100000100106013,  Location: 0.53 MI W OF MD 144 FA (Lat: 39.403750,  Lng: -77.393914),  Route carried "on" structure: Interstate 70,  Year Built: 2013,  Status: Open,  Structure Length: 7.98m (26.18ft),  Average Daily Traffic: 68,623 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 110,100 (year 2020),  Design Load: HS 25 or greater,  Features Intersected: CSX TRANS AND SOUTH STRE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.294,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 152.4m (500.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 58.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 100000100106014,  Location: 0.53 MI W OF MD 144 FA (Lat: 39.404075,  Lng: -77.393483),  Route carried "on" structure: Interstate 70,  Year Built: 2013,  Status: Open,  Structure Length: 7.98m (26.18ft),  Average Daily Traffic: 68,623 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 110,100 (year 2020),  Design Load: HS 20,  Features Intersected: CSX TRANS AND SOUTH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.294,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 58.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10000010011101,  Location: 0.07 MI N OF POWELL RD (Lat: 39.533917,  Lng: -77.423500),  Route carried "on" structure: US 15,  Year Built: 1961,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 43,080 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 25,382 (year 2026),  Design Load: HS 20,  Features Intersected: FISHING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.388,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10000010012301,  Location: 0.32 M S OF BR NO 1013700 (Lat: 39.394792,  Lng: -77.419950),  Route carried "on" structure: Ramp Interstate 270,  Year Built: 2002,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 14,067 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,192 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: NEW DESIGN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.575,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.1m (115.2ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 68.0 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  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: 10000010012601,  Location: 1.77 MI W OF MD 180 (Lat: 39.412622,  Lng: -77.473717),  Route carried "on" structure: County highway 226,  Year Built: 1967,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 5,102 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,962 (year 2029),  Design Load: HS 15,  Features Intersected: IS 70,  Facility Carried by Structure: MT PHILLIP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.191,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.8m (101.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.8 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.07m (23.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $445,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $490,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 100000100128013,  Location: 0.02 MILE EAST OF US 15 (Lat: 0.000108,  Lng: -0.000214),  Route carried "on" structure: Interstate 70,  Year Built: 1968,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 94,760 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 46,623 (year 2022),  Design Load: HS 20,  Features Intersected: MD 180
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.442,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 10000010013801,  Location: 0.5 MILE EAST OF MD 180 (Lat: 39.399100,  Lng: -77.426811),  Route carried "on" structure: Interstate 70,  Year Built: 2002,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 94,760 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 46,418 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: US 40 EBR(RAMP 5)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.266,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 75.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  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: 10000010014001,  Location: 0.2 MILE EAST OF US 15 (Lat: 39.399069,  Lng: -77.437358),  Route carried "on" structure: Ramp Interstate 70,  Year Built: 1968,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 12,984 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 14,971 (year 2026),  Design Load: HS 20,  Features Intersected: MD 180
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.196,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 75.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  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: 100000100141013,  Location: 0.37 MILE EAST OF MD 180 (Lat: 39.676108,  Lng: -77.736158),  Route carried "on" structure: Interstate 70,  Year Built: 1968,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 89,580 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 114,844 (year 2036),  Design Load: HS 20,  Features Intersected: US 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.108,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  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: 100000100142013,  Location: 0.28 MILE EAST OF MD 180 (Lat: 39.677403,  Lng: -77.739672),  Route carried "on" structure: Interstate 70,  Year Built: 1968,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 78,360 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 86,580 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: IS 70 RAMP 'A'
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.982,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 56.2 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 10000010014301,  Location: 0.37 MILE EAST OF MD 180 (Lat: 39.668369,  Lng: -77.744117),  Route carried "on" structure: Ramp Interstate 70,  Year Built: 1968,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 13,542 (year 2016),  Truck Traffic: 8%,  Average Future Daily Traffic: 17,361 (year 2036),  Design Load: HS 20,  Features Intersected: US 15/US 340
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.418,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.5 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: High priority of corrective action,  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: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 10000010014802,  Location: 0.28 M W OF BOWERS ROAD (Lat: 39.426183,  Lng: -77.478889),  Route carried "on" structure: US 40,  Year Built: 1969,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 25 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 50 (year 2029),  Design Load: HS 20,  Features Intersected: ROCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.152,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 100000100149013,  Location: 0.49 MILE EAST OF IS 70 (Lat: 39.401983,  Lng: -77.437844),  Route carried "on" structure: State highway 180,  Year Built: 2020,  Status: Open,  Structure Length: 8.43m (27.66ft),  Average Daily Traffic: 27,750 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 41,011 (year 2030),  Features Intersected: US 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.314,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 76.5 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: 59.0 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 desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 111.04m (364.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 100000100149014,  Location: 0.49 MILE EAST OF IS 70 (Lat: 39.401983,  Lng: -77.437844),  Route carried "on" structure: State highway 180,  Year Built: 1968,  Status: Open,  Structure Length: 8.20m (26.90ft),  Average Daily Traffic: 27,750 (year 2015),  Truck Traffic: 4%,  Average Future Daily Traffic: 410,110 (year 2030),  Design Load: HS 20,  Features Intersected: US 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.314,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10000010015801,  Location: 0.07 MI N OF POWELL RD (Lat: 39.534025,  Lng: -77.423883),  Route carried "on" structure: US 15,  Year Built: 1972,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 43,080 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 25,382 (year 2026),  Design Load: HS 20,  Features Intersected: FISHING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 35.388,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 37.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10000010019001,  Location: I-70/MD 351 INTERCHANGE (Lat: 39.397692,  Lng: -77.437589),  Route carried "on" structure: Ramp Interstate 70,  Year Built: 1996,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 12,602 (year 2006),  Average Future Daily Traffic: 14,530 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: MD 180
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.685,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 86.6m (284.1ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  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: 10000010019301,  Location: 0.46 MILE NORTH OF IS 70 (Lat: 39.400642,  Lng: -77.427903),  Route carried "on" structure: Ramp Interstate 70,  Year Built: 2002,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 3,723 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,021 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: US 40 RAMP '5'
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.389,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.3m (119.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 82.5 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  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: 10000010019501,  Location: AT IS 70 (Lat: 39.401175,  Lng: -77.403606),  Route carried "on" structure: State highway 85,  Year Built: 2009,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 35,962 (year 2018),  Average Future Daily Traffic: 36,115 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: IS 70
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.007,  Lanes on structure: 6,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 29.5m (96.8ft),  Out-to-Out Width: 33.7m (110.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 77.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

Structure Number: 10000010019701,  Location: 1 MI N OF MD 26,  Route carried "on" structure: City street ,  Year Built: 2018,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 5,800 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,000 (year 2030),  Features Intersected: US 15,  Facility Carried by Structure: MONOCACY BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 32.7m (107.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 68.4 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: 52.5 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 desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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-020203,  Location: 0.1 MI SOUTH OF WILLOW RD (Lat: 39.471347,  Lng: -77.412392),  Route carried "on" structure: County highway 181,  Year Built: 1982,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 3,811 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,573 (year 2032),  Features Intersected: TUSCARORA CREEK,  Facility Carried by Structure: WILLOW BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.446,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Length of Maximum Span: 0.0m

Condition: Channel: Good,  Culverts: Very good,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 200000F-020303,  Location: .5 MI. WEST OF NEW DESIGN (Lat: 39.381622,  Lng: -77.427958),  Route carried "on" structure: County highway 1355,  Year Built: 1992,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 8,118 (year 2009),  Truck Traffic: 15%,  Average Future Daily Traffic: 9,742 (year 2032),  Design Load: HS 20,  Features Intersected: KING BRANCH,  Facility Carried by Structure: CORPORATE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Length of Maximum Span: 0.0m,  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable 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-020403,  Location: 0.25 MI W OF NEW DESIGN R (Lat: 39.380500,  Lng: -77.423983),  Route carried "on" structure: County highway 1355,  Year Built: 1990,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 6,273 (year 2009),  Truck Traffic: 15%,  Average Future Daily Traffic: 7,528 (year 2032),  Design Load: HS 20,  Features Intersected: ARUNDEL BRANCH,  Facility Carried by Structure: CORPORATE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Length of Maximum Span: 0.0m,  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Very good,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: 200000F-020503,  Location: .1 MI S. OF CORPORATE DR (Lat: 39.378458,  Lng: -77.425731),  Route carried "on" structure: County highway 1536,  Year Built: 1992,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 2,500 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 3,000 (year 2032),  Design Load: HS 20,  Features Intersected: KING BRANCH,  Facility Carried by Structure: KINGSBROOK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Culvert,  Length of Maximum Span: 0.0m,  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 73.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable 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-020603,  Location: .2 MI E. OF NEW DESIGN RD (Lat: 39.388542,  Lng: -77.417672),  Route carried "on" structure: County highway 1179,  Year Built: 1990,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 9,500 (year 2009),  Truck Traffic: 20%,  Average Future Daily Traffic: 11,400 (year 2032),  Design Load: HS 20,  Features Intersected: ARUNDEL BRANCH,  Facility Carried by Structure: CRESTWOOD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Length of Maximum Span: 0.0m,  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft)

Condition: Channel: Very good,  Culverts: Good,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020

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Structure Number: 200000F-021103,  Location: 0.39 MI EAST OF BALLENGER (Lat: 39.382422,  Lng: -77.436231),  Route carried "on" structure: County highway 1355,  Year Built: 1993,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 5,986 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,183 (year 2032),  Features Intersected: PIKE BRANCH,  Facility Carried by Structure: CORPORATE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.8m (19.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020