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


  • National Bridge Inventory (NBI) Statistics
  • 57Number of bridges
  • 702ft / 214mTotal length
  • $7,874,000Total costs
  • 1,428,387Total average daily traffic
  • 123,713Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Hagerstown
  • No street view available for this location

New bridges in Hagerstown, MD - historical statistics
  • New bridges - historical statistics
  • 1Before 1900
  • 11920-1929
  • 31930-1939
  • 11940-1949
  • 111950-1959
  • 241960-1969
  • 41980-1989
  • 61990-1999
  • 42000-2009
  • 22010-2019
Reconstructed bridges in Hagerstown, MD - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 51960-1969
  • 41970-1979
  • 41980-1989
  • 31990-1999
  • 22000-2009
  • 12010-2019
Average Bridge Daily Traffic in Hagerstown, MD
Average Bridge Truck Traffic in Hagerstown, MD
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 5.4%Very good
  • 48.6%Good
  • 27.0%Satisfactory
  • 16.2%Fair
  • 2.7%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 5.4%Very good
  • 27.0%Good
  • 43.2%Satisfactory
  • 24.3%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 5.4%Very good
  • 21.6%Good
  • 64.9%Satisfactory
  • 8.1%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 36.4%Very good
  • 40.9%Good
  • 22.7%Satisfactory
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 50.0%Good
  • 50.0%Satisfactory
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Structure Number: 200000W-H-4001,  Location: 0.5 MI E CANNON AVE (Lat: 39.642081,  Lng: -77.704272),  Route carried "on" structure: State highway 64,  Year Built: 1929,  Year Reconstructed: 1984,  Status: Posted for load,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 9,505 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 16,364 (year 2031),  Design Load: HS 20,  Features Intersected: HAMILTON RUN,  Facility Carried by Structure: JEFFERSON BOULEVAR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.853,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 44.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 200000W-H-4101,  Location: AT INT OF BROOKLINE AVE (Lat: 39.645292,  Lng: -77.703411),  Route carried "on" structure: City street 2210,  Year Built: 1957,  Status: Posted for load,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 2,518 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,470 (year 2037),  Design Load: H 15,  Features Intersected: HAMILTON RUN,  Facility Carried by Structure: SECURITY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 49.0 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: Meets minimum limits,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 200000W-H-5101,  Location: 0.4 MI N OF RTE 40 W (Lat: 39.651278,  Lng: -77.722250),  Route carried "on" structure: US 11,  Year Built: 1960,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 16,086 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 22,175 (year 2037),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN RAILROA,  Facility Carried by Structure: NORTH BURHANS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.459,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.43m (17.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $1,000,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $1,040,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 200000W-H-5202,  Location: 0.17 MI NORTH OF US RT 40 (Lat: 39.655239,  Lng: -77.759131),  Route carried "on" structure: City street 885,  Year Built: 2000,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 2,418 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,333 (year 2037),  Design Load: HS 20,  Features Intersected: TRIBUTARY TO CONOCOCHEAG,  Facility Carried by Structure: BARTOW DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021
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Structure Number: 10000021005101,  Location: 0.03 MI W OF HAGERSTOWN (Lat: 39.663697,  Lng: -77.740372),  Route carried "under" structure: Interstate 81,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 62,400 (year 2009),  Truck Traffic: 8%,  Features Intersected: IS 81,  Facility Carried by Structure: MD 58
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 12.389,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 100000210052013,  Location: 0.85 MILE SOUTH OF MD 58 (Lat: 39.653156,  Lng: -77.750322),  Route carried "under" structure: Interstate 81,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 61,620 (year 2012),  Features Intersected: IS 81,  Facility Carried by Structure: US 40 EBR
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 11.022,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 100000210052014,  Location: 0.85 MILE SOUTH OF MD 58 (Lat: 39.653447,  Lng: -77.749028),  Route carried "under" structure: Interstate 81,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 61,620 (year 2012),  Features Intersected: IS 81,  Facility Carried by Structure: US 40 WBR
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 11.022,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 100000210055011,  Location: 0.38 MI N OF MD 58 (Lat: 39.667881,  Lng: -77.736519),  Route carried "under" structure: County highway 138,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 2,140 (year 2009),  Features Intersected: MAUGANSVILLE ROAD,  Facility Carried by Structure: IS 81 NBR
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 2.510,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 100000210055012,  Location: 0.38 MI N OF MD 58 (Lat: 39.668694,  Lng: -77.736489),  Route carried "under" structure: County highway 138,  Year Built: 1958,  Structure Length: 0. m,  Average Daily Traffic: 2,140 (year 2009),  Features Intersected: MAUGANSVILLE ROAD,  Facility Carried by Structure: IS 81 SBR
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 2.462,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: 10000021006401,  Location: 1.08 MILES WEST OF IS 81 (Lat: 39.653442,  Lng: -77.770075),  Route carried "under" structure: US 40,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 12,981 (year 2009),  Features Intersected: US 40,  Facility Carried by Structure: MCDADE RD
Minimum Vertical Clearance: 7.01m (23.00ft),  Kilometerpoint: 53.388,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 10000021006901,  Location: 0.38 MILE SOUTH OF US 40 (Lat: 39.649067,  Lng: -77.753475),  Route carried "under" structure: Interstate 81,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 66,970 (year 2009),  Truck Traffic: 8%,  Features Intersected: IS 81,  Facility Carried by Structure: MD 144WA
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 10.410,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 100000210118013,  Location: 0.3 MILE NORTH OF MD 65A (Lat: 39.605342,  Lng: -77.729425),  Route carried "under" structure: State highway 65,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 22,562 (year 2009),  Features Intersected: MD 65,  Facility Carried by Structure: IS 70 EBR
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 16.975,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 100000210118014,  Location: 0.3 MILE NORTH OF MD 65A (Lat: 39.605608,  Lng: -77.728750),  Route carried "under" structure: State highway 65,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 22,562 (year 2009),  Features Intersected: MD 65,  Facility Carried by Structure: IS 70 WBR
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 16.975,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 10000021012201,  Location: 0.75 MI W OF US 40 (Lat: 39.599300,  Lng: -77.689844),  Route carried "under" structure: Interstate 70,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 62,740 (year 2009),  Truck Traffic: 8%,  Features Intersected: IS 70,  Facility Carried by Structure: BEAVER CREEK RD
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 50.313,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 100000210123013,  Location: 2.59 MILES WEST OF MD 66 (Lat: 39.600383,  Lng: -77.682900),  Route carried "under" structure: Interstate 70,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 61,140 (year 2009),  Truck Traffic: 8%,  Features Intersected: IS 70,  Facility Carried by Structure: US 40 EBR
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 50.973,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 100000210123014,  Location: 2.59 MILES WEST OF MD 66 (Lat: 39.599725,  Lng: -77.682161),  Route carried "under" structure: Interstate 70,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 61,140 (year 2009),  Truck Traffic: 8%,  Features Intersected: IS 70,  Facility Carried by Structure: US 40 WBR
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 50.973,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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