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

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Structure Number: 10000010005002,  Location: 1.15 M W OF PRYOR ROAD (Lat: 39.633922,  Lng: -77.477336),  Route carried "on" structure: State highway 77,  Year Built: 1970,  Status: Open,  Structure Length: 1.32m (4.33ft),  Average Daily Traffic: 3,271 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,852 (year 2026),  Design Load: HS 20,  Features Intersected: HUNTING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.496,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Inventory Rating: 64.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: September 2021

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Structure Number: 10000010006001,  Location: 1.2 M S OF WASH CO LINE (Lat: 39.704958,  Lng: -77.461961),  Route carried "on" structure: State highway 550,  Year Built: 2004,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 1,471 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,146 (year 2026),  Design Load: HS 25 or greater,  Features Intersected: BRANCH OF FRIENDS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.143,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 10000010017102,  Location: 0.15 M S OF BENTZEL ROAD (Lat: 39.689867,  Lng: -77.452908),  Route carried "on" structure: State highway 550,  Year Built: 1981,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 7,861 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,701 (year 2026),  Design Load: HS 20,  Features Intersected: FRIENDS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.132,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  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,  Inspection Date: August 2021

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Structure Number: 200000F-100101,  Location: 0.25 MI NW OF MD 550 (Lat: 39.675653,  Lng: -77.458375),  Route carried "on" structure: County highway 12,  Year Built: 1978,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 561 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 660 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: OWENS CREEK,  Facility Carried by Structure: FOXVLLE DEERFIELD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Inventory Rating: 63.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.62m (8.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 200000F-100201,  Location: 0.12 MI N OF FRIENDS CR R (Lat: 39.709725,  Lng: -77.424586),  Route carried "on" structure: County highway 827,  Year Built: 1975,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 240 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 288 (year 2032),  Design Load: HS 20,  Features Intersected: FRIENDS CREEK,  Facility Carried by Structure: SUNSHINE TRAIL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 64.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200000F-100303,  Location: 175' FROM MD RTE 550 (Lat: 39.706814,  Lng: -77.462628),  Route carried "on" structure: County highway 5,  Year Built: 1980,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 81 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 97 (year 2032),  Features Intersected: BRANCH OF FRIENDS CREEK,  Facility Carried by Structure: BENTZEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Length of Maximum Span: 0.0m

Condition: Channel: Very good,  Culverts: Very good,  Structural Evaluation: Equal 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,  Inspection Date: April 2021

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Structure Number: 200000F-100401,  Location: AT FOXVLLE DEERFLD RD INT (Lat: 39.678161,  Lng: -77.468461),  Route carried "on" structure: County highway 10,  Year Built: 1982,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 141 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 252 (year 2038),  Design Load: H 15,  Features Intersected: OWENS CREEK,  Facility Carried by Structure: BUCK LANTZ ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.492,  Lanes on structure: 2,  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: 7.0m (23.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: June 2020,  Deck Structure Type: Wood or Timber

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Structure Number: 200000F-100701,  Location: AT FOXVLLE DEERFLD RD INT (Lat: 39.676731,  Lng: -77.472117),  Route carried "on" structure: County highway 14,  Year Built: 1981,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 57 (year 2007),  Truck Traffic: 1%,  Average Future Daily Traffic: 68 (year 2032),  Features Intersected: OWENS CREEK,  Facility Carried by Structure: RAVEN ROCK PARK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200000F-100903,  Location: 0.15 MI NE OF MD RTE 550 (Lat: 39.701233,  Lng: -77.453878),  Route carried "on" structure: County highway 19,  Year Built: 1985,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,268 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,522 (year 2032),  Design Load: H 20,  Features Intersected: BRANCH OF FRIENDS CREEK,  Facility Carried by Structure: HARBAUGH VALLEY RO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Length of Maximum Span: 0.0m

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021

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Structure Number: 3220003P,  Location: Take Hwy 77 3 miles west, (Lat: 39.660444,  Lng: -77.481889),  Route carried "on" structure: Federal lands road ,  Year Built: 1970,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 160 (year 2018),  Average Future Daily Traffic: 192 (year 2038),  Features Intersected: OWENS CREEK,  Facility Carried by Structure: ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: National Park Service,  Approaching Roadway Width: 7.4m (24.3ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 1.8m (5.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 40.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $1,000,  Total Project Cost: $17,000 ( Estimate for 2021)