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

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Structure Number: 10000012000501,  Location: 0.06 MILE EAST OF US 40 (Lat: 39.514853,  Lng: -76.157594),  Route carried "on" structure: State highway 22,  Year Built: 1968,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 3.57m (11.71ft),  Average Daily Traffic: 22,420 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 33,315 (year 2038),  Design Load: HS 20,  Features Intersected: AMTRAK, TRIB TO SWAN CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.128,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 27.7m (90.9ft),  Out-to-Out Width: 28.7m (94.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 68.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.57m (11.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 10000012000701,  Location: 0.34 MILE SOUTH OF US 40 (Lat: 39.491017,  Lng: -76.203397),  Route carried "on" structure: State highway 7,  Year Built: 1993,  Status: Open,  Structure Length: 4.11m (13.48ft),  Average Daily Traffic: 12,210 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 14,678 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: CSX TRANS.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.667,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 73.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  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: 10000012001301,  Location: 0.33 MILE SOUTH OF US 40 (Lat: 39.520314,  Lng: -76.140006),  Route carried "on" structure: State highway 132B,  Year Built: 1930,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 4,030 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,877 (year 2026),  Features Intersected: SWAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.770,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 59.4 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.22m (4.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $58,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $64,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10000012002201,  Location: 0.26 MILE WEST OF MD 132B (Lat: 39.522628,  Lng: -76.142336),  Route carried "on" structure: US 40,  Year Built: 1935,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 27,800 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 33,068 (year 2026),  Design Load: HS 20,  Features Intersected: SWAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.491,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 33.5m (109.9ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 51.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $287,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $316,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10000012002301,  Location: 2 MILES WEST OF MD 22 (Lat: 39.493881,  Lng: -76.183664),  Route carried "on" structure: State highway 715,  Year Built: 1985,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 11,583 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,058 (year 2032),  Design Load: HS 20,  Features Intersected: US 40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.434,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 23.8m (78.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: 10000012002401,  Location: 0.32 MILE EAST OF MD 159 (Lat: 39.490647,  Lng: -76.192094),  Route carried "on" structure: US 40,  Year Built: 1935,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 34,600 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 42,000 (year 2029),  Design Load: HS 20,  Features Intersected: CRANBERRY RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.747,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 38.7m (127.0ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 3.9m (12.8ft),  Out-to-Out Width: 4.1m (13.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 73.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.01m (3.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $1,592,000,  Roadway Improvement Cost: $5,927,000,  Total Project Cost: $17,777,000 ( Estimate for 2019),  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: 10000012003501,  Location: 0.39 MILE WEST OF MD 132B (Lat: 39.515792,  Lng: -76.158772),  Route carried "on" structure: State highway 22,  Year Built: 1968,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 17,370 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 18,430 (year 2029),  Design Load: HS 20,  Features Intersected: US 40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.051,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 27.7m (90.9ft),  Out-to-Out Width: 28.3m (92.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 44.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: 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: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: 10000012003803,  Location: 0.54 MILE WEST OF MD 155 (Lat: 39.566661,  Lng: -76.182125),  Route carried "on" structure: State highway 156,  Year Built: 1922,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 970 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,015 (year 2026),  Features Intersected: SWAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.438,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Length of Maximum Span: 1.5m (4.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than 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: 10000012004701,  Location: 0.66 MILE NORTH OF MD 22 (Lat: 39.531442,  Lng: -76.168892),  Route carried "on" structure: State highway 462,  Year Built: 1978,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 6,960 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,840 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: CARSINS RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.108,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 78.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  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: 10000012004802,  Location: 0.84 MILE NORTH OF MD 22 (Lat: 39.534086,  Lng: -76.168058),  Route carried "on" structure: State highway 462,  Year Built: 1978,  Status: Open,  Structure Length: 1.20m (3.94ft),  Average Daily Traffic: 7,401 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,840 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: SWAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.397,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 5.8m (19.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 100000120058013,  Location: 0.51 MILE EAST OF US 40 (Lat: 39.490694,  Lng: -76.175778),  Route carried "on" structure: State highway 715,  Year Built: 1943,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 8,627 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,820 (year 2038),  Design Load: HS 20,  Features Intersected: AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.255,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.49m (18.01ft),  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: 10000012006101,  Location: 0.03 MILE SOUTH OF US 40 (Lat: 39.523906,  Lng: -76.137753),  Route carried "on" structure: State highway 132B,  Year Built: 1943,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 3,563 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,350 (year 2038),  Design Load: HS 20,  Features Intersected: AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.253,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.18m (13.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $419,000,  Roadway Improvement Cost: $42,000,  Total Project Cost: $461,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10000012006801,  Location: 0.06 MILE WEST OF US 40 (Lat: 39.516214,  Lng: -76.159231),  Route carried "on" structure: State highway 22,  Year Built: 1968,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 25,940 (year 0009),  Truck Traffic: 8%,  Average Future Daily Traffic: 29,700 (year 0029),  Design Load: HS 20,  Features Intersected: CSX TRANS.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.964,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 80.3 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10000012006902,  Location: 0.03 MILE SOUTH OF MD 22 (Lat: 39.514597,  Lng: -76.159756),  Route carried "on" structure: US 40,  Year Built: 1968,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 26,751 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 29,563 (year 2026),  Design Load: HS 20,  Features Intersected: BR OF SWAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.850,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 164.6m (540.0ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 10000012007402,  Location: 0.27 MILE SOUTH OF IS 95 (Lat: 39.542547,  Lng: -76.166403),  Route carried "on" structure: State highway 462,  Year Built: 1978,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 6,501 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,102 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: SWAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.379,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  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: 10000012007501,  Location: 0.19 MILE EAST OF US 40 (Lat: 39.505964,  Lng: -76.163861),  Route carried "on" structure: State highway 132,  Year Built: 1983,  Status: Open,  Structure Length: 25.30m (83.01ft),  Average Daily Traffic: 3,900 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,312 (year 2026),  Design Load: HS 20,  Features Intersected: AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.234,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 46.6m (152.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum 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: 200000H-001501,  Location: 0.03 MILES N OF MD 22 (Lat: 39.537550,  Lng: -76.212103),  Route carried "on" structure: County highway 332,  Year Built: 1972,  Status: Posted for load,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 655 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 800 (year 2039),  Design Load: HS 20,  Features Intersected: CARSINS RUN,  Facility Carried by Structure: CARSINS RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.275,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 200000H-001601,  Location: 0.5 MILES N OF MD 22 (Lat: 39.539650,  Lng: -76.198431),  Route carried "on" structure: County highway 333,  Year Built: 2000,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 439 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 561 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: CARSINS RUN,  Facility Carried by Structure: ALDINO-STEPNEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.542,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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 minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 200000H-001701,  Location: 0.6 MILES S OF MD 156 (Lat: 39.559375,  Lng: -76.180425),  Route carried "on" structure: County highway 415,  Year Built: 1930,  Year Reconstructed: 1953,  Status: Open,  Structure Length: 1.05m (3.44ft),  Average Daily Traffic: 365 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 450 (year 2039),  Features Intersected: SWAN CREEK,  Facility Carried by Structure: WEST CHAPEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.901,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 90.4 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: 69.7 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 200000H-019801,  Location: 0.4 MIL E OF GLENVILLE RD (Lat: 39.572456,  Lng: -76.230689),  Route carried "on" structure: County highway 1878,  Year Built: 1988,  Year Reconstructed: 2021,  Status: Posted for load,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 102 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 128 (year 2040),  Design Load: HS 20,  Features Intersected: MILL BROOK,  Facility Carried by Structure: OAK FARM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.692,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Other

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Structure Number: 200000H-020803,  Location: 0.5 MILES N MD 22 (Lat: 39.535667,  Lng: -76.189667),  Route carried "on" structure: County highway 353,  Year Built: 1960,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 961 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,173 (year 2039),  Features Intersected: CARSINS RUN,  Facility Carried by Structure: GILBERT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 53.1 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021

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Structure Number: 300000H-X79901,  Location: 6.9 MI N BALT-HAR CO LINE (Lat: 39.480258,  Lng: -76.262247),  Route carried "on" structure: Interstate 95,  Year Built: 1963,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 130,492 (year 2019),  Truck Traffic: 10%,  Average Future Daily Traffic: 183,038 (year 2041),  Design Load: HS 20,  Features Intersected: JAMES RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 128.559,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 45.7m (149.9ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 45.7m (149.9ft),  Out-to-Out Width: 47.3m (155.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 83.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior 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: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 300000H-X83701,  Location: Milepost M83.7 (Lat: 39.513589,  Lng: -76.206808),  Route carried "on" structure: County highway 330,  Year Built: 1963,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 1,810 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,157 (year 2041),  Design Load: H 20,  Features Intersected: I-95,  Facility Carried by Structure: STEPNEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 134.673,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.2 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 300000H-X84901,  Location: Milepost M84.9 (Lat: 39.526769,  Lng: -76.192508),  Route carried "on" structure: State highway 22,  Year Built: 2004,  Status: Open,  Structure Length: 10.49m (34.42ft),  Average Daily Traffic: 28,033 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 33,404 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: I-95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 136.604,  Lanes on structure: 6,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 32.3m (106.0ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 49.4m (162.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 36.1m (118.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 54.9 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: 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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 300000H-X85602,  Location: Milepost M85.6 (Lat: 39.531367,  Lng: -76.179767),  Route carried "on" structure: Interstate 95,  Year Built: 1963,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 100,386 (year 2019),  Truck Traffic: 18%,  Average Future Daily Traffic: 133,377 (year 2041),  Design Load: HS 20,  Features Intersected: CARSINS RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 137.730,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 43.9m (144.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 300000H-X85901,  Location: Milepost M85.9 (Lat: 39.534658,  Lng: -76.176478),  Route carried "on" structure: County highway 392,  Year Built: 1963,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 7.71m (25.30ft),  Average Daily Traffic: 1,239 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,542 (year 2041),  Design Load: H 20,  Features Intersected: I-95,  Facility Carried by Structure: MAXA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 138.213,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: Monolithic Concrete

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Structure Number: 300000H-X86302,  Location: Milepost M86.3 (Lat: 39.539389,  Lng: -76.172319),  Route carried "on" structure: Interstate 95,  Year Built: 1963,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 100,386 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 133,377 (year 2041),  Design Load: HS 20,  Features Intersected: SWAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 138.857,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 43.9m (144.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020

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Structure Number: 300000H-X86601,  Location: Milepost M86.6 (Lat: 39.546239,  Lng: -76.167039),  Route carried "on" structure: Interstate 95,  Year Built: 1963,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 95,675 (year 2019),  Truck Traffic: 8%,  Average Future Daily Traffic: 127,117 (year 2041),  Design Load: HS 20,  Features Intersected: MD 462
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 139.339,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 45.1m (148.0ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.5m (86.9ft),  Curb-To-Curb Width: 44.1m (144.7ft),  Out-to-Out Width: 46.1m (151.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 84.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  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: Monolithic Concrete

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Structure Number: 10000012002301,  Location: 0.27 MI E OF US 40 (Lat: 39.493881,  Lng: -76.183664),  Route carried "under" structure: US 40,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 33,610 (year 2012),  Features Intersected: US 40,  Facility Carried by Structure: MD 715
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 18.536,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 10000012003501,  Location: 0.51 MILE EAST OF MD 132 (Lat: 39.515792,  Lng: -76.158772),  Route carried "under" structure: US 40,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 27,800 (year 2009),  Features Intersected: US 40,  Facility Carried by Structure: MD 22
Minimum Vertical Clearance: 8.53m (27.99ft),  Kilometerpoint: 21.898,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 300000H-X83701,  Location: Milepost M83.7 (Lat: 0.658467,  Lng: -1.270067),  Route carried "under" structure: Interstate 95,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 93,575 (year 2010),  Truck Traffic: 17%,  Features Intersected: I-95,  Facility Carried by Structure: CO0330
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 17.554,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 300000H-X84901,  Location: MP 84.9 (Lat: 0.658711,  Lng: -1.269806),  Route carried "under" structure: Interstate 95,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 89,375 (year 2010),  Truck Traffic: 19%,  Features Intersected: IS 95,  Facility Carried by Structure: MD 22
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 19.549,  Lanes on structure: 6,  Lanes under structure: 10,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.4m (162.1ft)