Bridge Statistics for Jessup, Maryland (MD)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 138ft / 41.6mTotal length
- $989,000Total costs
- 282,591Total average daily traffic
- 20,278Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Jessup
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 11940-1949
- 31980-1989
- 21990-1999
- 32000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11940-1949
- 11950-1959
- 01960-1969
- 11970-1979
- Bridge Condition - Deck
- 25.0%Good
- 50.0%Satisfactory
- 25.0%Fair
- Bridge Condition - Superstructure
- 11.1%Very good
- 44.4%Good
- 33.3%Satisfactory
- 11.1%Fair
- Bridge Condition - Substructure
- 11.1%Very good
- 33.3%Good
- 33.3%Satisfactory
- 22.2%Fair
- Bridge Condition - Channel
- 33.3%Good
- 66.7%Satisfactory
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Structure Number: 10000002022201, Location: 0.55 M S OF WRIGHT ROAD (Lat: 39.156067, Lng: -76.744986), Route carried "on" structure: State highway 713F, Year Built: 2001, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 10,499 (year 2006), Average Future Daily Traffic: 12,105 (year 2026), Design Load: HS 25 or greater, Features Intersected: MD 295, Facility Carried by Structure: ARUNDEL MILLS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.542, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 10000002022201, Location: 0.55 M S OF WRIGHT ROAD (Lat: 39.156067, Lng: -76.744986), Route carried "on" structure: State highway 713F, Year Built: 2001, Status: Open, Structure Length: 7.92m (25.98ft), Average Daily Traffic: 10,499 (year 2006), Average Future Daily Traffic: 12,105 (year 2026), Design Load: HS 25 or greater, Features Intersected: MD 295, Facility Carried by Structure: ARUNDEL MILLS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.542, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: 10000013000401, Location: 0.04 MILE S OF MD 958P (Lat: 39.168867, Lng: -76.788147), Route carried "on" structure: US 1, Year Built: 1929, Year Reconstructed: 1945, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 21,992 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 24,031 (year 2026), Design Load: H 20, Features Intersected: DORSEY RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.608, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.8m (68.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $16,000, Total Project Cost: $172,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10000013000401, Location: 0.04 MILE S OF MD 958P (Lat: 39.168867, Lng: -76.788147), Route carried "on" structure: US 1, Year Built: 1929, Year Reconstructed: 1945, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 21,992 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 24,031 (year 2026), Design Load: H 20, Features Intersected: DORSEY RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.608, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.8m (68.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.16m (3.81ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $16,000, Total Project Cost: $172,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10000013000501, Location: 1.03 MILES S OF MD 958P (Lat: 39.156878, Lng: -76.797611), Route carried "on" structure: US 1, Year Built: 1929, Year Reconstructed: 1955, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 21,992 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 24,031 (year 2026), Design Load: H 20, Features Intersected: BRANCH OF DORSEY RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.015, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.6m (67.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $85,000, Roadway Improvement Cost: $8,000, Total Project Cost: $94,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10000013000501, Location: 1.03 MILES S OF MD 958P (Lat: 39.156878, Lng: -76.797611), Route carried "on" structure: US 1, Year Built: 1929, Year Reconstructed: 1955, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 21,992 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 24,031 (year 2026), Design Load: H 20, Features Intersected: BRANCH OF DORSEY RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.015, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 20.1m (65.9ft), Out-to-Out Width: 20.6m (67.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $85,000, Roadway Improvement Cost: $8,000, Total Project Cost: $94,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10000013004301, Location: ON ANNE ARUNDEL CO LINE (Lat: 39.150675, Lng: -76.776744), Route carried "on" structure: State highway 175, Year Built: 1942, Year Reconstructed: 1976, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 19,272 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 21,748 (year 2026), Design Load: H 20, Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.91m (19.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $436,000, Roadway Improvement Cost: $44,000, Total Project Cost: $480,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10000013004301, Location: ON ANNE ARUNDEL CO LINE (Lat: 39.150675, Lng: -76.776744), Route carried "on" structure: State highway 175, Year Built: 1942, Year Reconstructed: 1976, Status: Open, Structure Length: 5.91m (19.39ft), Average Daily Traffic: 19,272 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 21,748 (year 2026), Design Load: H 20, Features Intersected: CSX RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.91m (19.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $436,000, Roadway Improvement Cost: $44,000, Total Project Cost: $480,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 100000130115014, Location: ON ANNE ARUNDEL CO LINE (Lat: 39.125361, Lng: -76.789842), Route carried "on" structure: State highway 32, Year Built: 1983, Status: Open, Structure Length: 9.21m (30.22ft), Average Daily Traffic: 65,902 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 35,473 (year 2026), Design Load: HS 20, Features Intersected: CSX TRANSPORTATION
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.011, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 50.0m (164.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.5 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: Equal to present desirable 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100000130115014, Location: ON ANNE ARUNDEL CO LINE (Lat: 39.125361, Lng: -76.789842), Route carried "on" structure: State highway 32, Year Built: 1983, Status: Open, Structure Length: 9.21m (30.22ft), Average Daily Traffic: 65,902 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 35,473 (year 2026), Design Load: HS 20, Features Intersected: CSX TRANSPORTATION
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.011, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 50.0m (164.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.5 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: Equal to present desirable 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: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 200000AA401101, Location: 1.2 MILES WEST OF MD 175 (Lat: 39.132472, Lng: -76.780053), Route carried "on" structure: County highway 957, Year Built: 1991, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 3,757 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 12,900 (year 2035), Design Load: HS 20, Features Intersected: DORSEY RUN, Facility Carried by Structure: BROCK BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: 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: August 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 200000AA401101, Location: 1.2 MILES WEST OF MD 175 (Lat: 39.132472, Lng: -76.780053), Route carried "on" structure: County highway 957, Year Built: 1991, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 3,757 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 12,900 (year 2035), Design Load: HS 20, Features Intersected: DORSEY RUN, Facility Carried by Structure: BROCK BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: 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: August 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: 200000AA401503, Location: 625 FT EAST OF MD 170 (Lat: 39.094672, Lng: -76.692803), Route carried "on" structure: County highway 5689, Year Built: 1994, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 1,391 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 1,698 (year 2036), Design Load: HS 20, Features Intersected: TRIB TO SEVERN RUN, Facility Carried by Structure: CROSSROADS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Structural Evaluation: Better than 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: August 2020
Structure Number: 200000AA401503, Location: 625 FT EAST OF MD 170 (Lat: 39.094672, Lng: -76.692803), Route carried "on" structure: County highway 5689, Year Built: 1994, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 1,391 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 1,698 (year 2036), Design Load: HS 20, Features Intersected: TRIB TO SEVERN RUN, Facility Carried by Structure: CROSSROADS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Structural Evaluation: Better than 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: August 2020
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Structure Number: 200000AA401802, Location: 0.58 MI S OF HO CO LINE (Lat: 39.120550, Lng: -76.782133), Route carried "on" structure: ServiceState highway 716, Year Built: 1984, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 14,224 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 17,670 (year 2038), Design Load: HS 20, Features Intersected: DORSEY RUN, Facility Carried by Structure: GUILFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 22.3m (73.2ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 62.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: August 2020
Structure Number: 200000AA401802, Location: 0.58 MI S OF HO CO LINE (Lat: 39.120550, Lng: -76.782133), Route carried "on" structure: ServiceState highway 716, Year Built: 1984, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 14,224 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 17,670 (year 2038), Design Load: HS 20, Features Intersected: DORSEY RUN, Facility Carried by Structure: GUILFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 22.3m (73.2ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 62.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: August 2020
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Structure Number: 200000AA402101, Location: .68 M N OF TECHNOLOGY DR (Lat: 39.129561, Lng: -76.769589), Route carried "on" structure: Business County highway , Year Built: 2011, Status: Open, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 11,667 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 16,800 (year 2040), Design Load: HS 20, Features Intersected: TRIBUTARY TO DORSEY RUN, Facility Carried by Structure: NATIONAL BUSINESS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Arch - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 18.2m (59.7ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.9 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: Better than 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 2021
Structure Number: 200000AA402101, Location: .68 M N OF TECHNOLOGY DR (Lat: 39.129561, Lng: -76.769589), Route carried "on" structure: Business County highway , Year Built: 2011, Status: Open, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 11,667 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 16,800 (year 2040), Design Load: HS 20, Features Intersected: TRIBUTARY TO DORSEY RUN, Facility Carried by Structure: NATIONAL BUSINESS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 15.9m (52.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Arch - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 18.2m (59.7ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.9 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: Better than 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 2021
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Structure Number: 200000HO019401, Location: ON ANNE ARUNDEL CO LINE (Lat: 39.126433, Lng: -76.789511), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 3.06m (10.04ft), Average Daily Traffic: 9,295 (year 2000), Truck Traffic: 8%, Average Future Daily Traffic: 19,323 (year 2012), Design Load: HS 25 or greater, Features Intersected: CSX TRANSPORTATION, Facility Carried by Structure: GUILFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 22.4m (73.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Inventory Rating: 69.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 200000HO019401, Location: ON ANNE ARUNDEL CO LINE (Lat: 39.126433, Lng: -76.789511), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 3.06m (10.04ft), Average Daily Traffic: 9,295 (year 2000), Truck Traffic: 8%, Average Future Daily Traffic: 19,323 (year 2012), Design Load: HS 25 or greater, Features Intersected: CSX TRANSPORTATION, Facility Carried by Structure: GUILFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 19.8m (65.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 22.4m (73.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Inventory Rating: 69.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 2130002P, Location: 2.0 MILES FROM MARYLAND R (Lat: 39.118556, Lng: -76.772083), Route carried "on" structure: Spur Federal lands road , Year Built: 1988, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 14,000 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 14,000 (year 2039), Design Load: HS 20, Features Intersected: BW PARKWAY, Facility Carried by Structure: CONNECTOR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: NSA, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 88.9 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: 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: March 2021, Bridge Improvement Cost: $162,000, Roadway Improvement Cost: $16,000, Total Project Cost: $243,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 2130002P, Location: 2.0 MILES FROM MARYLAND R (Lat: 39.118556, Lng: -76.772083), Route carried "on" structure: Spur Federal lands road , Year Built: 1988, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 14,000 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 14,000 (year 2039), Design Load: HS 20, Features Intersected: BW PARKWAY, Facility Carried by Structure: CONNECTOR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: NSA, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.5m (123.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 88.9 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: 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: March 2021, Bridge Improvement Cost: $162,000, Roadway Improvement Cost: $16,000, Total Project Cost: $243,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 10000002022201, Location: .55 MILE SOUTH OF MD 176B (Lat: 39.156067, Lng: -76.744986), Route carried "under" structure: State highway 295, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 88,600 (year 2009), Truck Traffic: 8%, Features Intersected: MD 295, Facility Carried by Structure: ARUNDEL MILLS BLVD
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 12.373, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.7m (127.0ft)
Structure Number: 10000002022201, Location: .55 MILE SOUTH OF MD 176B (Lat: 39.156067, Lng: -76.744986), Route carried "under" structure: State highway 295, Year Built: 2001, Structure Length: 0. m, Average Daily Traffic: 88,600 (year 2009), Truck Traffic: 8%, Features Intersected: MD 295, Facility Carried by Structure: ARUNDEL MILLS BLVD
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 12.373, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.7m (127.0ft)