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

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Structure Number: 10000001000201,  Location: 0.06 MI N OF US 40AL (Lat: 39.670072,  Lng: -78.793383),  Route carried "on" structure: State highway 831A,  Year Built: 1929,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 599 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 706 (year 2026),  Features Intersected: BRADDOCK RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 30.8 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum 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: 10000001002602,  Location: 0.08 MILE EAST OF MD 53 (Lat: 39.638911,  Lng: -78.854097),  Route carried "on" structure: Alternate US 40,  Year Built: 1947,  Year Reconstructed: 1972,  Status: Open,  Structure Length: 1.61m (5.28ft),  Average Daily Traffic: 12,812 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,812 (year 2038),  Design Load: HS 20,  Features Intersected: BRADDOCK RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.780,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10000001002704,  Location: 1.28 MI W OF MD 831A (Lat: 39.656922,  Lng: -78.808742),  Route carried "on" structure: Alternate US 40,  Year Built: 1948,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 13,491 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 13,504 (year 2038),  Design Load: H 20,  Features Intersected: BRADDOCK RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.803,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.7m (54.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 51.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10000001006302,  Location: 0.11 MI N OF US 48 (Lat: 39.636731,  Lng: -78.829286),  Route carried "on" structure: State highway 658,  Year Built: 1968,  Status: Open,  Structure Length: 1.26m (4.13ft),  Average Daily Traffic: 11,250 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 11,261 (year 2038),  Design Load: HS 20,  Features Intersected: BRADDOCK RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.043,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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 desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 10000001010601,  Location: 0.73 MILE EAST OF MD 53 (Lat: 39.635222,  Lng: -78.840936),  Route carried "on" structure: Interstate 68,  Year Built: 1968,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 38,810 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 42,304 (year 2026),  Design Load: HS 20,  Features Intersected: MD 658
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.113,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 30.0m (98.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 100000010117013,  Location: 0.73 MI W OF MD 658 (Lat: 39.634875,  Lng: -78.843414),  Route carried "on" structure: Interstate 68,  Year Built: 1971,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 29,700 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 37,370 (year 2029),  Design Load: HS 20,  Features Intersected: MD 53
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.899,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 69.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 100000010117014,  Location: 0.73 MI W OF MD 658 (Lat: 39.635194,  Lng: -78.842369),  Route carried "on" structure: Interstate 68,  Year Built: 1971,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 29,700 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 37,370 (year 2029),  Design Load: HS 20,  Features Intersected: MD 53
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.939,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.5m (123.0ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 67.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 10000001011902,  Location: N OF MD 53 (Lat: 39.636097,  Lng: -78.838614),  Route carried "on" structure: Ramp Interstate 68,  Year Built: 1972,  Status: Open,  Structure Length: 1.26m (4.13ft),  Average Daily Traffic: 703 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 811 (year 2026),  Design Load: HS 20,  Features Intersected: BRADDOCK RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.246,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Poor,  Culverts: Good,  Inventory Rating: 71.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: April 2021

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Structure Number: 200000A-006301,  Location: AT US 40 ALT (Lat: 39.670094,  Lng: -78.789681),  Route carried "on" structure: County highway 402,  Year Built: 1900,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 142 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 175 (year 2039),  Design Load: H 10,  Features Intersected: WILLS CREEK,  Facility Carried by Structure: LOCUST GROVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.048,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m,  Curb-To-Curb Width: 4.2m (13.8ft),  Out-to-Out Width: 4.4m (14.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.18m (16.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $4,000,  Total Project Cost: $19,000 ( Estimate for 2014),  Deck Structure Type: Open Grating

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Structure Number: 200000A-006501,  Location: 0.20 MI NE OF US 40 ALT (Lat: 39.645056,  Lng: -78.817000),  Route carried "on" structure: County highway 350,  Year Built: 1900,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 1.54m (5.05ft),  Average Daily Traffic: 135 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 165 (year 2039),  Features Intersected: BRADDOCK RUN,  Facility Carried by Structure: OAKLAWN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 5.0m (16.4ft),  Out-to-Out Width: 5.3m (17.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 200000A-006601,  Location: 0.14 MI NW OF US 40 ALT (Lat: 39.655236,  Lng: -78.809789),  Route carried "on" structure: County highway 658,  Year Built: 2009,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 275 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 336 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: BRADDOCK RUN,  Facility Carried by Structure: BRIDGE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.225,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.0m (9.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 4.8m (15.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Inventory Rating: 63.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Bridge Improvement Cost: $4,000,  Total Project Cost: $4,000,  Deck Structure Type: Open Grating

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Structure Number: 200000A-006701,  Location: 0.20 MI W OF US 40 ALT (Lat: 39.661569,  Lng: -78.806828),  Route carried "on" structure: County highway 395,  Year Built: 2007,  Status: Open,  Structure Length: 1.81m (5.94ft),  Average Daily Traffic: 1,140 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,395 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: BRADDOCK RUN,  Facility Carried by Structure: RYE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 62.1 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 minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Roadway Improvement Cost: $3,000,  Total Project Cost: $3,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 200000A-011502,  Location: 0.21 MI N OF US 40 ALT (Lat: 39.657172,  Lng: -78.813775),  Route carried "on" structure: County highway 658,  Year Built: 1966,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 3,430 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,865 (year 2039),  Design Load: HS 20,  Features Intersected: UNNAMED STREAM,  Facility Carried by Structure: CASH VALLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 77.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10000001010601,  Location: 0.73 MI E OF MD 53 (Lat: 39.635222,  Lng: -78.840936),  Route carried "under" structure: State highway 658,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 12,671 (year 2009),  Features Intersected: MD 658,  Facility Carried by Structure: IS 68
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 0.901,  Lanes on structure: 5,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 100000010117013,  Location: .19 MILE SOUTH OF US 4OAL (Lat: 39.634875,  Lng: -78.843414),  Route carried "under" structure: State highway 53,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 12,262 (year 2009),  Truck Traffic: 8%,  Features Intersected: MD 53,  Facility Carried by Structure: IS 68 EBR
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 0.306,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 100000010117014,  Location: .19 MILE SOUTH OF US 4OAL (Lat: 39.635194,  Lng: -78.842369),  Route carried "under" structure: State highway 53,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 12,262 (year 2009),  Truck Traffic: 8%,  Features Intersected: MD 53,  Facility Carried by Structure: IS 68 WBR
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 0.306,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)