Bridge Statistics for Pocomoke City, Maryland (MD)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 253ft / 76.6mTotal length
- $1,398,000Total costs
- 78,225Total average daily traffic
- 6,110Total average daily truck traffic
- 67,000Total future (year 2026) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Pocomoke City
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 11920-1929
- 11930-1939
- 11940-1949
- 21950-1959
- 21960-1969
- 11970-1979
- 22000-2009
- Reconstructed bridges - Historical Statistics
- 21940-1949
- 01950-1959
- 01960-1969
- 11970-1979
- 01980-1989
- 01990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 11.1%Very good
- 44.4%Good
- 33.3%Satisfactory
- 11.1%Fair
- Bridge Condition - Superstructure
- 11.1%Very good
- 33.3%Good
- 33.3%Satisfactory
- 22.2%Fair
- Bridge Condition - Substructure
- 11.1%Very good
- 22.2%Good
- 55.6%Satisfactory
- 11.1%Fair
- Bridge Condition - Channel
- 36.4%Very good
- 27.3%Good
- 36.4%Satisfactory
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Structure Number: 10000023000401, Location: ON SOMERSET CO LINE (Lat: 38.076475, Lng: -75.570553), Route carried "on" structure: Business US 13, Year Built: 1920, Year Reconstructed: 1981, Status: Posted for load, Structure Length: 8.41m (27.59ft), Average Daily Traffic: 3,062 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 5,828 (year 2036), Features Intersected: POCOMOKE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.315, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Navigation Control: Yes ( Vertical Clearance: 1.5m (4.9ft), Horizontal Clearance: 19.8m (65.0ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 8.41m (27.59ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Underwater Inspection Date: October 2021, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $894,000, Roadway Improvement Cost: $89,000, Total Project Cost: $983,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10000023000401, Location: ON SOMERSET CO LINE (Lat: 38.076475, Lng: -75.570553), Route carried "on" structure: Business US 13, Year Built: 1920, Year Reconstructed: 1981, Status: Posted for load, Structure Length: 8.41m (27.59ft), Average Daily Traffic: 3,062 (year 2017), Truck Traffic: 8%, Average Future Daily Traffic: 5,828 (year 2036), Features Intersected: POCOMOKE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.315, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Navigation Control: Yes ( Vertical Clearance: 1.5m (4.9ft), Horizontal Clearance: 19.8m (65.0ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 8.41m (27.59ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 48 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Underwater Inspection Date: October 2021, Other Special Inspection Date: October 2021, Bridge Improvement Cost: $894,000, Roadway Improvement Cost: $89,000, Total Project Cost: $983,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 100000230005011, Location: 0.56 M N OF VA STATE LINE (Lat: 38.008953, Lng: -75.544469), Route carried "on" structure: US 13, Year Built: 1954, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 20,456 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 11,723 (year 2026), Design Load: H 20, Features Intersected: WAGRAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.895, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.9m (3.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: May 2021, Underwater Inspection Date: July 2019, Bridge Improvement Cost: $196,000, Roadway Improvement Cost: $20,000, Total Project Cost: $216,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100000230005011, Location: 0.56 M N OF VA STATE LINE (Lat: 38.008953, Lng: -75.544469), Route carried "on" structure: US 13, Year Built: 1954, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 20,456 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 11,723 (year 2026), Design Load: H 20, Features Intersected: WAGRAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.895, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.9m (3.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 59.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: May 2021, Underwater Inspection Date: July 2019, Bridge Improvement Cost: $196,000, Roadway Improvement Cost: $20,000, Total Project Cost: $216,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 100000230005012, Location: 0.56 M N OF VA STATE LINE (Lat: 38.009192, Lng: -75.544656), Route carried "on" structure: US 13, Year Built: 1945, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 20,456 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 11,723 (year 2026), Design Load: H 20, Features Intersected: WAGRAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.895, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: May 2020, Underwater Inspection Date: July 2019, Bridge Improvement Cost: $181,000, Roadway Improvement Cost: $18,000, Total Project Cost: $199,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100000230005012, Location: 0.56 M N OF VA STATE LINE (Lat: 38.009192, Lng: -75.544656), Route carried "on" structure: US 13, Year Built: 1945, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 20,456 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 11,723 (year 2026), Design Load: H 20, Features Intersected: WAGRAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.895, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: May 2020, Underwater Inspection Date: July 2019, Bridge Improvement Cost: $181,000, Roadway Improvement Cost: $18,000, Total Project Cost: $199,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10000023000902, Location: 3.1 MILES NORTH OF MD 756 (Lat: 38.096594, Lng: -75.489014), Route carried "on" structure: US 113, Year Built: 1939, Year Reconstructed: 1952, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 5,662 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 3,172 (year 2026), Design Load: H 20, Features Intersected: BACHELORS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.031, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: September 2021, Underwater Inspection Date: September 2021
Structure Number: 10000023000902, Location: 3.1 MILES NORTH OF MD 756 (Lat: 38.096594, Lng: -75.489014), Route carried "on" structure: US 113, Year Built: 1939, Year Reconstructed: 1952, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 5,662 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 3,172 (year 2026), Design Load: H 20, Features Intersected: BACHELORS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.031, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: September 2021, Underwater Inspection Date: September 2021
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Structure Number: 10000023001001, Location: 0.68 MILE N OF MD 756 (Lat: 38.087614, Lng: -75.531264), Route carried "on" structure: US 113, Year Built: 1912, Year Reconstructed: 1952, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 5,662 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 3,172 (year 2026), Design Load: H 20, Features Intersected: PILCHARD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.138, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 73.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: May 2021, Underwater Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10000023001001, Location: 0.68 MILE N OF MD 756 (Lat: 38.087614, Lng: -75.531264), Route carried "on" structure: US 113, Year Built: 1912, Year Reconstructed: 1952, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 5,662 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 3,172 (year 2026), Design Load: H 20, Features Intersected: PILCHARD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.138, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 13.6m (44.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 73.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: May 2021, Underwater Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 100000230016011, Location: ON SOMERSET CO LINE (Lat: 38.079003, Lng: -75.568567), Route carried "on" structure: US 13, Year Built: 1959, Year Reconstructed: 2016, Status: Open, Structure Length: 55.89m (183.37ft), Average Daily Traffic: 15,500 (year 2012), Truck Traffic: 9%, Average Future Daily Traffic: 22,600 (year 2031), Design Load: HS 20, Features Intersected: POCOMOKE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.153, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 2 degrees, Navigation Control: Yes ( Vertical Clearance: 10.7m (35.1ft), Horizontal Clearance: 16.8m (55.1ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 25, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Inventory Rating: 55.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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, Underwater Inspection Frequency: Every 48 months, Inspection Date: August 2020, Underwater Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100000230016011, Location: ON SOMERSET CO LINE (Lat: 38.079003, Lng: -75.568567), Route carried "on" structure: US 13, Year Built: 1959, Year Reconstructed: 2016, Status: Open, Structure Length: 55.89m (183.37ft), Average Daily Traffic: 15,500 (year 2012), Truck Traffic: 9%, Average Future Daily Traffic: 22,600 (year 2031), Design Load: HS 20, Features Intersected: POCOMOKE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.153, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 2 degrees, Navigation Control: Yes ( Vertical Clearance: 10.7m (35.1ft), Horizontal Clearance: 16.8m (55.1ft)), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 25, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Inventory Rating: 55.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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, Underwater Inspection Frequency: Every 48 months, Inspection Date: August 2020, Underwater Inspection Date: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 10000023002401, Location: 3.1 MILES NORTH OF MD 756 (Lat: 38.096594, Lng: -75.489014), Route carried "on" structure: US 113, Year Built: 1971, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 2,751 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 3,172 (year 2026), Design Load: HS 20, Features Intersected: BACHELORS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.031, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10000023002401, Location: 3.1 MILES NORTH OF MD 756 (Lat: 38.096594, Lng: -75.489014), Route carried "on" structure: US 113, Year Built: 1971, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 2,751 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 3,172 (year 2026), Design Load: HS 20, Features Intersected: BACHELORS BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.031, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum 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: November 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10000023002701, Location: 0.68 MILE NORTH OF MD 756 (Lat: 38.087614, Lng: -75.531264), Route carried "on" structure: US 113, Year Built: 1969, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 2,751 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 3,172 (year 2026), Design Load: HS 20, Features Intersected: PILCHARD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.138, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 10000023002701, Location: 0.68 MILE NORTH OF MD 756 (Lat: 38.087614, Lng: -75.531264), Route carried "on" structure: US 113, Year Built: 1969, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 2,751 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 3,172 (year 2026), Design Load: HS 20, Features Intersected: PILCHARD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.138, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 14.6m (47.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, 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: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10000023004103, Location: 1.09 MILE WEST OF MD 703 (Lat: 38.068583, Lng: -75.498117), Route carried "on" structure: State highway 366, Year Built: 1968, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,630 (year 2009), Average Future Daily Traffic: 2,081 (year 2026), Features Intersected: PILCHARD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.841, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Very 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: 10000023004103, Location: 1.09 MILE WEST OF MD 703 (Lat: 38.068583, Lng: -75.498117), Route carried "on" structure: State highway 366, Year Built: 1968, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,630 (year 2009), Average Future Daily Traffic: 2,081 (year 2026), Features Intersected: PILCHARD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.841, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Very 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: 200000WO010201, Location: 0.38 MI EAST OF MD 371 (Lat: 38.031536, Lng: -75.591839), Route carried "on" structure: County highway 54, Year Built: 2001, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 125 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 150 (year 2030), Design Load: HS 20, Features Intersected: LITTLE MILL CREEK, Facility Carried by Structure: NEW BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, 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: 3.7m (12.1ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 51.2 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 200000WO010201, Location: 0.38 MI EAST OF MD 371 (Lat: 38.031536, Lng: -75.591839), Route carried "on" structure: County highway 54, Year Built: 2001, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 125 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 150 (year 2030), Design Load: HS 20, Features Intersected: LITTLE MILL CREEK, Facility Carried by Structure: NEW BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, 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: 3.7m (12.1ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 51.2 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200000WO010401, Location: 0.12 MI EAST OF US 13 (Lat: 38.011911, Lng: -75.542408), Route carried "on" structure: County highway 64, Year Built: 2007, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 170 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 207 (year 2035), Design Load: HS 25 or greater, Features Intersected: BEAVERDAM CREEK, Facility Carried by Structure: BUNTING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, 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: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.0 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 200000WO010401, Location: 0.12 MI EAST OF US 13 (Lat: 38.011911, Lng: -75.542408), Route carried "on" structure: County highway 64, Year Built: 2007, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 170 (year 2015), Truck Traffic: 5%, Average Future Daily Traffic: 207 (year 2035), Design Load: HS 25 or greater, Features Intersected: BEAVERDAM CREEK, Facility Carried by Structure: BUNTING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, 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: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.0 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous