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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 11
Total length: 20 meters (66ft)
Total costs: $2,336,000
Total average daily traffic: 4,931
Total average daily truck traffic: 221
Total future (year 2026) average daily traffic: 8,498
National Bridge Inventory (NBI) Registered Bridges for Sharpsburg

New bridges - Historical Statistics

  • Before 1900: 3
  • 1900-1909: 0
  • 1910-1919: 1
  • 1920-1929: 3
  • 1930-1939: 0
  • 1940-1949: 1
  • 1950-1959: 0
  • 1960-1969: 1
  • 1970-1979: 1
  • 1980-1989: 0
  • 1990-1999: 0
  • 2000-2009: 1

Reconstructed bridges - Historical Statistics

  • 1960-1969: 1
  • 1970-1979: 2
  • 1980-1989: 3
  • 1990-1999: 1

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 200000W-565201,  Location: 0.1 MI NW OF MD RTE 34 (Lat: 39.483333,  Lng: -77.706667),  Route carried "on" structure: County highway 565,  Year Built: 1858,  Year Reconstructed: 1982,  Status: Posted for load,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 404 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 696 (year 2026),  Features Intersected: LITTLE ANTIETAM CREEK,  Facility Carried by Structure: KEEDYSVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.213,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 3.8m (12.5ft),  Out-to-Out Width: 4.8m (15.7ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 13.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 13.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.68m (8.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $405,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $450,000 ( Estimate for 2005),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200000W-566101,  Location: 0.68 MI S OF BAKERSVILLE (Lat: 39.515000,  Lng: -77.778333),  Route carried "on" structure: County highway 575,  Year Built: 1920,  Year Reconstructed: 1986,  Status: Posted for load,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 284 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 489 (year 2026),  Design Load: H 15,  Features Intersected: MARSH RUN,  Facility Carried by Structure: SPRECHER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.142,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.4m (11.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 4.5m (14.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 63.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $167,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $186,000 ( Estimate for 2005),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 200000W-566201,  Location: 0.07 MI S OF BAKERSVILLE (Lat: 39.520000,  Lng: -77.771667),  Route carried "on" structure: County highway 575,  Year Built: 1920,  Year Reconstructed: 1986,  Status: Posted for load,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 284 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 489 (year 2026),  Features Intersected: MARSH RUN,  Facility Carried by Structure: SPRECHER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.0m (9.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 4.5m (14.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 46.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $180,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $200,000 ( Estimate for 2005),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 200000W-573101,  Location: ANTIETAM MD (Lat: 39.416667,  Lng: -77.741667),  Route carried "on" structure: County highway 580,  Year Built: 1832,  Status: Posted for load,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 421 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 725 (year 2026),  Features Intersected: ANTIETAM CREEK,  Facility Carried by Structure: HARPERS FERRY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.132,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 5.8m (19.0ft)

Condition: Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 13.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 13.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 4.63m (15.19ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: December 2007,  Underwater Inspection Date: December 2007,  Bridge Improvement Cost: $910,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $1,000,000 ( Estimate for 2005),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200000W-580101,  Location: 1.0 MI W OF US RTE 340 (Lat: 39.323333,  Lng: -77.721667),  Route carried "on" structure: County highway 626,  Year Built: 1925,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 1,565 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,695 (year 2026),  Features Intersected: CSXT RAILROAD,  Facility Carried by Structure: SANDY HOOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.269,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.2m (23.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 49.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $120,000 ( Estimate for 2005),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 200000W-585103,  Location: 0.83 MI SW OF MD RTE 34 (Lat: 39.433333,  Lng: -77.706667),  Route carried "on" structure: County highway 585,  Year Built: 1978,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 288 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 496 (year 2027),  Design Load: H 20,  Features Intersected: SHARMANS BRANCH,  Facility Carried by Structure: BURNSIDE BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.213,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Inventory Rating: 68.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200000W-585201,  Location: 0.83 MI SW OF MD RTE 34 (Lat: 39.453333,  Lng: -77.733333),  Route carried "on" structure: County highway 585,  Year Built: 1965,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 305 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 525 (year 2027),  Design Load: H 20,  Features Intersected: ANTIETAM CREEK,  Facility Carried by Structure: BURNSIDE BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.432,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: January 2008,  Underwater Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200000W-619101,  Location: 0.3 MI W OF MD RTE 67 (Lat: 39.370000,  Lng: -77.675000),  Route carried "on" structure: County highway 619,  Year Built: 1940,  Year Reconstructed: 1960,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 571 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 983 (year 2026),  Features Intersected: ISRAEL CREEK,  Facility Carried by Structure: YARROWSBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 32.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200000W-623101,  Location: 0.25 MI W OF MD RTE 67 (Lat: 39.351667,  Lng: -77.685000),  Route carried "on" structure: County highway 623,  Year Built: 1910,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 544 (year 2004),  Truck Traffic: 1%,  Average Future Daily Traffic: 936 (year 2026),  Design Load: HS 20,  Features Intersected: ISRAEL CREEK,  Facility Carried by Structure: GARRETTS MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 4.0m (13.1ft),  Out-to-Out Width: 4.4m (14.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Inventory Rating: 75.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  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: 200000W-637101,  Location: 0.1 MI E OF MD RTE 34 (Lat: 39.486667,  Lng: -77.705000),  Route carried "on" structure: County highway 637,  Year Built: 1832,  Year Reconstructed: 1979,  Status: Posted for load,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 240 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 414 (year 2026),  Features Intersected: LITTLE ANTIETAM CREEK,  Facility Carried by Structure: COFFMAN FARMS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 5.1m (16.7ft),  Out-to-Out Width: 6.0m (19.7ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 13.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 13.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.83m (6.00ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: January 2008,  Underwater Inspection Date: January 2008,  Bridge Improvement Cost: $340,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $380,000 ( Estimate for 2005),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200000W-660102,  Location: 0.01 MI NORTH OF RT 63 (Lat: 39.536667,  Lng: -77.771667),  Route carried "on" structure: County highway ,  Year Built: 2005,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 25 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 50 (year 2027),  Design Load: HS 25,  Features Intersected: TRIBUTARY OF MARSH RUN,  Facility Carried by Structure: PROPHET ACRES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.4m (7.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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