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Bridge Statistics for Oakland, Maryland (MD) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Oakland, MD, Maryland, Maryland forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 13 Total length: 25 meters (82ft) Total costs: $1,449,000 Total average daily traffic: 29,609 Total average daily truck traffic: 849 Total future (year 2022) average daily traffic: 32,758 National Bridge Inventory (NBI) Registered Bridges for Oakland
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Structure Number: 10000011000401, Location: 0.05 MILE WEST OF US 219, Route carried "on" structure: State highway 39, Year Built: 1994, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 5,975 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 5,312 (year 2022), Design Load: HS 25, Features Intersected: CSX TRANSPORTATION
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.928, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.5m (37.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.35m (7.71ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2006, Critical Feature Inspection Date: October 2006, Bridge Improvement Cost: $175,000, Roadway Improvement Cost: $18,000, Total Project Cost: $193,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Structure Number: 10000011005701, Location: 100 FT N OF GREEN ST, Route carried "on" structure: US 219, Year Built: 1925, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 15,450 (year 2002), Average Future Daily Traffic: 17,814 (year 2022), Features Intersected: WILSON RUN
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.680, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: 200000G-000901, Location: 0.74 MI W OF US RTE 219, Route carried "on" structure: County highway 96, Year Built: 1986, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 93 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 120 (year 2029), Design Load: H 20, Features Intersected: CHERRY CREEK, Facility Carried by Structure: MANSFIELD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.191, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 43.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Structure Number: 200000G-001001, Location: 0.5 M NW INT UNDERWOOD RD, Route carried "on" structure: County highway 91, Year Built: 1965, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,090 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 1,390 (year 2029), Features Intersected: YOUGHIOGHENY RIVER, Facility Carried by Structure: UNDERWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.995, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 72.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $15,000, Total Project Cost: $165,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: 200000G-001101, Location: 0.1 M SE INT UNDERWOOD RD, Route carried "on" structure: County highway 369, Year Built: 1984, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 310 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 380 (year 2029), Design Load: HS 20, Features Intersected: YOUGHIOGHENY RIVER, Facility Carried by Structure: SILVER KNOB ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.669, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.0m (19.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 48.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.74m (5.71ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $78,000, Roadway Improvement Cost: $12,000, Total Project Cost: $90,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: 200000G-001201, Location: 0.5 MI N INT MANSFIELD RD, Route carried "on" structure: County highway 91, Year Built: 1998, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 1,030 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 1,240 (year 2029), Design Load: HS 25, Features Intersected: CHERRY CREEK, Facility Carried by Structure: UNDERWOOD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.961, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.5m (24.6ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 87.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 52.2 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: 200000G-001301, Location: 0.1 MI W INT CRELLIN ST R, Route carried "on" structure: County highway 92, Year Built: 1921, Status: Posted for load, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 670 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 740 (year 2029), Features Intersected: SNOWY CREEK, Facility Carried by Structure: CRELLIN UNDERWOOD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.623, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.1m (13.5ft) Condition: Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 9.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 5.18m (16.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $30,000, Total Project Cost: $330,000 ( Estimate for 2003), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: 200000G-001401, Location: 1.05 MI. SW. OF HUTTON RD, Route carried "on" structure: County highway 368, Year Built: 1957, Year Reconstructed: 1987, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 200 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 240 (year 2029), Design Load: H 20, Features Intersected: SNOWY CREEK, Facility Carried by Structure: SNOWY CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.1m (13.5ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 75.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.0 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $30,000, Total Project Cost: $330,000 ( Estimate for 2001), Deck Structure Type: Open Grating Structure Number: 200000G-001501, Location: 0.2 MI S INT CRELLIN ST R, Route carried "on" structure: County highway 93, Year Built: 1960, Year Reconstructed: 1992, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 31 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 42 (year 2029), Design Load: HS 20+Mod, Features Intersected: SNOWY CREEK, Facility Carried by Structure: CRELLIN MINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.5m (21.3ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 57.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.2 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Structure Number: 200000G-001601, Location: 0.1 MI S INT HUTTON RD, Route carried "on" structure: County highway 363, Year Built: 1960, Year Reconstructed: 1990, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 1,550 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 1,860 (year 2029), Features Intersected: YOUGHIOGHENY RIVER, Facility Carried by Structure: HERRINGTON MANOR R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.981, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.6m (21.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 73.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 47.7 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, Length Of Structure Improvement: 3.35m (10.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $84,000, Roadway Improvement Cost: $9,000, Total Project Cost: $126,000 ( Estimate for 2001), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 200000G-012503, Location: 1.3MI S OF SWALLOW FALLS (Lat: 39.460000, Lng: -79.445000), Route carried "on" structure: County highway 363, Year Built: 1970, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 930 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 1,140 (year 2029), Features Intersected: HERRINGTON CREEK, Facility Carried by Structure: HERRINGTON MANOR R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft) Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 78.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 46.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: 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: October 2007 Structure Number: 200000G-O-0101, Location: 0.12 MI S OF OAK STREET, Route carried "on" structure: City street 420, Year Built: 1968, Status: Open, Structure Length: 4.27m (14.01ft), Average Daily Traffic: 1,140 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 1,240 (year 2029), Features Intersected: LITTLE YOUGHIOGHENY RIVE, Facility Carried by Structure: THIRD STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.708, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $43,000, Total Project Cost: $43,000 ( Estimate for 2005), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Structure Number: 200000G-O-0201, Location: 0.1 MI S. OF RTE 219, Route carried "on" structure: City street , Year Built: 1913, Status: Closed, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 1,140 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 1,240 (year 2029), Features Intersected: CSX RAILROAD, Facility Carried by Structure: THIRD STREET
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), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 3, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 5.0m (16.4ft) Condition: Deck: Critical, Superstructure: Serious, Substructure: Critical, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.44m (8.01ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2007, Critical Feature Inspection Date: November 1997, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $16,000, Total Project Cost: $172,000 ( Estimate for 2000), Deck Structure Type: Wood or Timber Discuss this city on our hugely popular Maryland forum Back to: Oakland, MD, Maryland, All US cities.
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