Bridge Statistics for Berlin, Maryland (MD)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 151ft / 46.3mTotal length
- 132,862Total average daily traffic
- 9,966Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Berlin
- No street view available for this location
- New bridges - historical statistics
- 11950-1959
- 21960-1969
- 91970-1979
- 11980-1989
- 22000-2009
- Bridge Condition - Deck
- 25.0%Good
- 75.0%Satisfactory
- Bridge Condition - Superstructure
- 50.0%Good
- 50.0%Satisfactory
- Bridge Condition - Substructure
- 37.5%Good
- 50.0%Satisfactory
- 12.5%Fair
- Bridge Condition - Channel
- 12.5%Very good
- 62.5%Good
- 12.5%Satisfactory
- 12.5%Fair
- Bridge Condition - Culverts
- 25.0%Good
- 50.0%Satisfactory
- 25.0%Fair
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Structure Number: 100000160005011, Location: 0.68 MILE NORTH OF MD 208 (Lat: 38.945164, Lng: -76.946964), Route carried "on" structure: US 1, Year Built: 1956, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 7,673 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 10,359 (year 2032), Design Load: HS 20, Features Intersected: NORTHWEST BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.823, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 49.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100000160005011, Location: 0.68 MILE NORTH OF MD 208 (Lat: 38.945164, Lng: -76.946964), Route carried "on" structure: US 1, Year Built: 1956, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 7,673 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 10,359 (year 2032), Design Load: HS 20, Features Intersected: NORTHWEST BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.823, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 49.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 100000160005012, Location: 0.68 MILE NORTH OF MD 208 (Lat: 38.945442, Lng: -76.946944), Route carried "on" structure: US 1, Year Built: 1969, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 9,008 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 12,161 (year 2032), Design Load: HS 20, Features Intersected: NORTHWEST BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.823, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 72.6 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable 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
Structure Number: 100000160005012, Location: 0.68 MILE NORTH OF MD 208 (Lat: 38.945442, Lng: -76.946944), Route carried "on" structure: US 1, Year Built: 1969, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 9,008 (year 2012), Truck Traffic: 8%, Average Future Daily Traffic: 12,161 (year 2032), Design Load: HS 20, Features Intersected: NORTHWEST BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.823, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 22.3m (73.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 72.6 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable 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: 10000023001902, Location: 1.32 MILES EAST OF US 113 (Lat: 38.313947, Lng: -75.191967), Route carried "on" structure: State highway 376, Year Built: 1964, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 4,122 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 4,741 (year 2026), Design Load: HS 20, Features Intersected: TRAPPE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.800, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, 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: 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: 10000023001902, Location: 1.32 MILES EAST OF US 113 (Lat: 38.313947, Lng: -75.191967), Route carried "on" structure: State highway 376, Year Built: 1964, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 4,122 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 4,741 (year 2026), Design Load: HS 20, Features Intersected: TRAPPE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.800, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, 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: 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: 10000023002501, Location: 1.34 MILES WEST OF US 50 (Lat: 38.373444, Lng: -75.252261), Route carried "on" structure: State highway 346, Year Built: 1974, Status: Open, Structure Length: 8.44m (27.69ft), Average Daily Traffic: 1,131 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 1,339 (year 2026), Design Load: HS 20, Features Intersected: MD 90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.967, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable 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
Structure Number: 10000023002501, Location: 1.34 MILES WEST OF US 50 (Lat: 38.373444, Lng: -75.252261), Route carried "on" structure: State highway 346, Year Built: 1974, Status: Open, Structure Length: 8.44m (27.69ft), Average Daily Traffic: 1,131 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 1,339 (year 2026), Design Load: HS 20, Features Intersected: MD 90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.967, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable 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: 100000230030011, Location: 0.43 MILE SOUTH OF MD 818 (Lat: 38.342344, Lng: -75.213317), Route carried "on" structure: US 113, Year Built: 1976, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 12,902 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 17,412 (year 2029), Design Load: HS 20, Features Intersected: US 50
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.284, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 55.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 100000230030011, Location: 0.43 MILE SOUTH OF MD 818 (Lat: 38.342344, Lng: -75.213317), Route carried "on" structure: US 113, Year Built: 1976, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 12,902 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 17,412 (year 2029), Design Load: HS 20, Features Intersected: US 50
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.284, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 55.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 100000230030012, Location: 0.43 MILE SOUTH OF MD 818 (Lat: 38.343050, Lng: -75.213886), Route carried "on" structure: US 113, Year Built: 1976, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 12,902 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 17,412 (year 2029), Design Load: HS 20, Features Intersected: US 50
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.321, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Inventory Rating: 55.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 100000230030012, Location: 0.43 MILE SOUTH OF MD 818 (Lat: 38.343050, Lng: -75.213886), Route carried "on" structure: US 113, Year Built: 1976, Status: Open, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 12,902 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 17,412 (year 2029), Design Load: HS 20, Features Intersected: US 50
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.321, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.2m (122.0ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Inventory Rating: 55.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10000023003301, Location: 2.19 MILES EAST OF MD 346 (Lat: 38.377114, Lng: -75.213208), Route carried "on" structure: State highway 90, Year Built: 1976, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 8,118 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 10,487 (year 2026), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.905, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10000023003301, Location: 2.19 MILES EAST OF MD 346 (Lat: 38.377114, Lng: -75.213208), Route carried "on" structure: State highway 90, Year Built: 1976, Status: Open, Structure Length: 4.88m (16.01ft), Average Daily Traffic: 8,118 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 10,487 (year 2026), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.905, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 57.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10000023003402, Location: 1.26 MILES EAST OF MD 346 (Lat: 38.377119, Lng: -75.229844), Route carried "on" structure: State highway 90, Year Built: 1976, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 8,118 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 10,487 (year 2026), Design Load: HS 20, Features Intersected: CHURCH BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.434, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, 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: August 2021
Structure Number: 10000023003402, Location: 1.26 MILES EAST OF MD 346 (Lat: 38.377119, Lng: -75.229844), Route carried "on" structure: State highway 90, Year Built: 1976, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 8,118 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 10,487 (year 2026), Design Load: HS 20, Features Intersected: CHURCH BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.434, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Good, 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: August 2021
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Structure Number: 10000023003503, Location: 0.86 MILE EAST OF MD 346 (Lat: 38.376922, Lng: -75.237192), Route carried "on" structure: State highway 90, Year Built: 1976, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 8,118 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 10,487 (year 2026), Design Load: HS 20, Features Intersected: BR OF CHURCH BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.778, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
Structure Number: 10000023003503, Location: 0.86 MILE EAST OF MD 346 (Lat: 38.376922, Lng: -75.237192), Route carried "on" structure: State highway 90, Year Built: 1976, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 8,118 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 10,487 (year 2026), Design Load: HS 20, Features Intersected: BR OF CHURCH BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.778, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021
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Structure Number: 10000023003903, Location: 0.41 MILE EAST OF US 113 (Lat: 38.322003, Lng: -75.204747), Route carried "on" structure: State highway 376, Year Built: 1986, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 4,150 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 5,998 (year 2026), Design Load: HS 20, Features Intersected: HUDSON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.335, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, Culverts: Fair, Structural Evaluation: Somewhat better than minimum adequacy, 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
Structure Number: 10000023003903, Location: 0.41 MILE EAST OF US 113 (Lat: 38.322003, Lng: -75.204747), Route carried "on" structure: State highway 376, Year Built: 1986, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 4,150 (year 2010), Truck Traffic: 8%, Average Future Daily Traffic: 5,998 (year 2026), Design Load: HS 20, Features Intersected: HUDSON BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.335, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Fair, Culverts: Fair, Structural Evaluation: Somewhat better than minimum adequacy, 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: 200000WO030201, Location: 1.29 MI SE OF US RTE 113 (Lat: 38.286097, Lng: -75.206914), Route carried "on" structure: County highway 139, Year Built: 2000, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 130 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2030), Design Load: HS 25 or greater, Features Intersected: NEWPORT CREEK, Facility Carried by Structure: HAYES LANDING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.156, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 41.3 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, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: September 2021, Underwater Inspection Date: September 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 200000WO030201, Location: 1.29 MI SE OF US RTE 113 (Lat: 38.286097, Lng: -75.206914), Route carried "on" structure: County highway 139, Year Built: 2000, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 130 (year 2010), Truck Traffic: 5%, Average Future Daily Traffic: 150 (year 2030), Design Load: HS 25 or greater, Features Intersected: NEWPORT CREEK, Facility Carried by Structure: HAYES LANDING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.156, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 41.3 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, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: September 2021, Underwater Inspection Date: September 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200000WO030901, Location: WOR-WIC CO LINE (Lat: 0.000106, Lng: -0.000019), Route carried "on" structure: County highway 329, Year Built: 2007, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 110 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 125 (year 2029), Design Load: HS 25 or greater, Features Intersected: POCOMOKE RIVER, Facility Carried by Structure: MASSEY CROSSING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.319, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 200000WO030901, Location: WOR-WIC CO LINE (Lat: 0.000106, Lng: -0.000019), Route carried "on" structure: County highway 329, Year Built: 2007, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 110 (year 2009), Truck Traffic: 5%, Average Future Daily Traffic: 125 (year 2029), Design Load: HS 25 or greater, Features Intersected: POCOMOKE RIVER, Facility Carried by Structure: MASSEY CROSSING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.319, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10000023002501, Location: 0.85 MILE EAST OF MD 90 (Lat: 38.373444, Lng: -75.252261), Route carried "under" structure: State highway 90, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 8,118 (year 2009), Features Intersected: MD 90, Facility Carried by Structure: MD 346
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 2.381, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft)
Structure Number: 10000023002501, Location: 0.85 MILE EAST OF MD 90 (Lat: 38.373444, Lng: -75.252261), Route carried "under" structure: State highway 90, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 8,118 (year 2009), Features Intersected: MD 90, Facility Carried by Structure: MD 346
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 2.381, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.7m (94.2ft)
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Structure Number: 100000230030011, Location: 0.33 MILE EAST OF MD 818 (Lat: 38.342344, Lng: -75.213317), Route carried "under" structure: US 50, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 24,131 (year 2009), Truck Traffic: 8%, Features Intersected: US 50, Facility Carried by Structure: US 113 NBR
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 11.327, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)
Structure Number: 100000230030011, Location: 0.33 MILE EAST OF MD 818 (Lat: 38.342344, Lng: -75.213317), Route carried "under" structure: US 50, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 24,131 (year 2009), Truck Traffic: 8%, Features Intersected: US 50, Facility Carried by Structure: US 113 NBR
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 11.327, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)
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Structure Number: 100000230030012, Location: 0.33 MILE EAST OF MD 818 (Lat: 38.343050, Lng: -75.213886), Route carried "under" structure: US 50, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 24,131 (year 2009), Truck Traffic: 8%, Features Intersected: US 50, Facility Carried by Structure: US 113 SBR
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 11.327, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)
Structure Number: 100000230030012, Location: 0.33 MILE EAST OF MD 818 (Lat: 38.343050, Lng: -75.213886), Route carried "under" structure: US 50, Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 24,131 (year 2009), Truck Traffic: 8%, Features Intersected: US 50, Facility Carried by Structure: US 113 SBR
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 11.327, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.2m (122.0ft)