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

Find on map >>   Show street view

Structure Number: 10000002005401,  Location: ON PRINCE GEORGES CO LINE (Lat: 38.907325,  Lng: -76.672908),  Route carried "on" structure: State highway 214,  Year Built: 1935,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 8,875 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 11,382 (year 2040),  Design Load: HS 20,  Features Intersected: PATUXENT RIVER
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  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: 1,  Length of Maximum Span: 61.0m (200.1ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Critical Feature Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 10000005001501,  Location: ON QUEEN ANNES CO LINE (Lat: 38.922717,  Lng: -75.949658),  Route carried "on" structure: State highway 404,  Year Built: 2016,  Status: Open,  Structure Length: 6.61m (21.69ft),  Average Daily Traffic: 15,200 (year 2011),  Truck Traffic: 12%,  Average Future Daily Traffic: 24,900 (year 2031),  Design Load: HS 25 or greater,  Features Intersected: TUCKAHOE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 23.7m (77.8ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 55.7 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: 43.1 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: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: November 2020,  Underwater Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 10000016004902,  Location: 0.59 M W OF AA CO LINE (Lat: 38.904744,  Lng: -76.682817),  Route carried "on" structure: State highway 214,  Year Built: 1947,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 10,771 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,419 (year 2026),  Design Load: H 20,  Features Intersected: HONEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.701,  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,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

Find on map >>   Show street view

Structure Number: 100000160104014,  Location: 0.34 MILE WEST OF MD 978B (Lat: 38.898553,  Lng: -76.717956),  Route carried "on" structure: State highway 214,  Year Built: 1959,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 7,331 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 6,210 (year 2026),  Design Load: HS 20,  Features Intersected: US 301 NBR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.443,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.1 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: Better than 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 10000017003201,  Location: ON TALBOT CO LINE (Lat: 38.923442,  Lng: -75.974122),  Route carried "on" structure: State highway 404,  Year Built: 1949,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 13,631 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,267 (year 2026),  Design Load: HS 20,  Features Intersected: NORWICH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 2,  Base Highway Network: Yes,  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: 3,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Inventory Rating: 80.7 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 100000170032014,  Location: ON TALBOT COUNTY LINE (Lat: 38.923556,  Lng: -75.974167),  Route carried "on" structure: State highway 404,  Year Built: 2017,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 10,780 (year 2015),  Truck Traffic: 10%,  Average Future Daily Traffic: 14,520 (year 2035),  Features Intersected: NORWICH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.290,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.1m (115.2ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 53.5 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: 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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 10000017003601,  Location: 2.55 MILES S OF MD 304 (Lat: 38.976078,  Lng: -75.963306),  Route carried "on" structure: State highway 481,  Year Built: 2002,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 862 (year 2009),  Truck Traffic: 9%,  Average Future Daily Traffic: 971 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: BLOCKSTON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.167,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.8m (32.2ft)

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: 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: November 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 10000017004302,  Location: 1.1 MI W OF MD 309 (Lat: 38.923878,  Lng: -75.978414),  Route carried "on" structure: State highway 404,  Year Built: 1949,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 19,600 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 26,400 (year 2035),  Design Load: H 20,  Features Intersected: BR OF NORWICH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.291,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

Find on map >>   Show street view

Structure Number: 10000020001001,  Location: 0.12 MILE S OF MD 404AL (Lat: 38.916297,  Lng: -75.954297),  Route carried "on" structure: State highway 303,  Year Built: 1928,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 922 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,201 (year 2026),  Features Intersected: NORWICH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.696,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.25m (4.10ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: September 2021,  Underwater Inspection Date: October 2020,  Bridge Improvement Cost: $130,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $143,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 10000020001102,  Location: 0.28 MILE EAST OF MD 309 (Lat: 38.917164,  Lng: -75.957397),  Route carried "on" structure: Alternate State highway 404,  Year Built: 1900,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 310 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 265 (year 2026),  Features Intersected: NORWICH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.451,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable 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

Find on map >>   Show street view

Structure Number: 10000020002401,  Location: 0.03 MILE S OF MD 404AL (Lat: 38.918028,  Lng: -75.963014),  Route carried "on" structure: State highway 309,  Year Built: 1960,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 4,042 (year 0009),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,306 (year 0026),  Design Load: HS 20,  Features Intersected: NORWICH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.787,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 200000Q-004001,  Location: 0.9 MI E. OF MD 481 (Lat: 38.968525,  Lng: -75.945442),  Route carried "on" structure: County highway 126,  Year Built: 1993,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 512 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,047 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: TUCKAHOE CREEK,  Facility Carried by Structure: CROUSE MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.416,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Inventory Rating: 68.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: May 2020,  Underwater Inspection Date: May 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 200000Q-004203,  Location: 0.3 MI. S. CROUSE MILL RD (Lat: 38.952361,  Lng: -75.958053),  Route carried "on" structure: County highway 120,  Year Built: 1982,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 1,105 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,348 (year 2040),  Design Load: HS 20,  Features Intersected: UNNAMED STREAM,  Facility Carried by Structure: HORSESHOE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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 2020

Find on map >>   Show street view

Structure Number: 200000T-001001,  Location: 0.25 MI E OF MD 404 (Lat: 38.921039,  Lng: -75.970278),  Route carried "on" structure: Alternate State highway 404,  Year Built: 1995,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 250 (year 2015),  Truck Traffic: 12%,  Average Future Daily Traffic: 500 (year 2035),  Design Load: HS 20,  Features Intersected: NORWICH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.676,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 69.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: December 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 100000160104014,  Location: 0.52 M N OF MD 978B (Lat: 38.898553,  Lng: -76.717956),  Route carried "under" structure: US 301,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 50,622 (year 2009),  Features Intersected: US 301 NBR,  Facility Carried by Structure: MD 214 WBR
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 32.325,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)